2025-05-13 Planning Commission Agenda Packet-
PLANNING COMMISSION MEETING
Tuesday, May 13, 2025
7 PM
1. CALL TO ORDER – ROLL CALL – ADOPT AGENDA
2. MINUTES
a. April 8, 2025, Planning Commission Meeting Minutes (Pages 2-3)
3. PUBLIC HEARINGS
a. Public Hearing for Preliminary Plat and Site Plan Review for Mold-Tech Inc. at 5166
Barthel Industrial Drive (Pages 4-64)
4. VISION PLAN UPDATE
a. Goals and Downtown Discussion (Pages 65-124)
5. OTHER BUSINESS
a. Council action on previous Planning Commission items and pending applications
b. Zoning Code Housekeeping amendments update
6. ADJOURNMENT
Planning Commission Meeting Minutes
Regular Meeting on April 8, 2025 1
ALBERTVILLE PLANNING COMMISSION
TUESDAY, APRIL 8, 2025
DRAFT MINUTES
ALBERTVILLE CITY HALL 7:00 PM
1.CALL TO ORDER – ROLL CALL – ADOPT AGENDAChair Buhrmann called the meeting to order at 7 pm. Maeghan Becker conducted roll call.
Present: Chair Buhrmann and Commissioners Huggins, Smith, and Council Liaison Zagorski.
Absent: Anderson and Pinski.
Others Present: City Planner Dylan Edwards with Bolten and Menk, Building Permit Tech Maeghan Becker
Motioned by Huggins, seconded by Buhrmann to approve the agenda as submitted. Ayes:
Buhrmann, Huggins, and Smith. Nays: None. Absent: Anderson and Pinski. MOTION DECLARED
CARRIED.
2.MINUTES
Motioned by Smith, seconded by Huggins to approve the December 10, 2024, Planning
Commission meeting minutes as presented. Ayes: Buhrmann, Huggins, and Smith. Nays: None.
Absent: Anderson and Pinski. MOTION DECLARED CARRIED.
3.PUBLIC HEARINGS
a.Public Hearing relating to Outdoor Bars and Regulations.Edwards went over the April 2, 2025 planning report for the proposed outdoor bar ordinance. He explained the current Albertville city code does not allow outdoor bars and given that several existing businesses have and/or would like to have them, staff is proposing this code amendment to allow the use. Commissioners had discussions on examples of where this was currently happening within the city and how to make this compliant with code. Commissioners had questions on whether they were approving an outdoor bar serving area or an outdoor patio you can bring your drinks out to but were served your drinks from inside the bar. Edwards informed the proposed ordinance for an outdoor bar is attached to or located within the restaurant building noted on any liquor license.
Agenda Page 2
Planning Commission Meeting Minutes
Regular Meeting on April 8, 2025
2
Commissioners questioned the ordinance actions section related to cannabis regulation in the planner’s report. Edwards expressed his apologies as that was a typo in the planner’s report. That section will be removed.
Motioned by Huggins, seconded by Smith to open the Public Hearing. Ayes: Buhrmann, Huggins,
and Smith. Nays: None. Absent: Anderson and Pinski. MOTION DECLARED CARRIED.
No one present to speak.
Motioned by Huggins, seconded by Buhrmann to close the Public Hearing. Ayes: Buhrmann,
Huggins, and Smith. Nays: None. Absent: Anderson and Pinski. MOTION DECLARED CARRIED.
Motioned by Huggins, seconded by Buhrmann to approve the Outdoor Bar Draft Ordinance
relating to Outdoor Bars and Regulations as listed in the April 2, 2025, Planners Report with the
following changes: 1.) Remove the ordinance actions related to cannabis regulation in the
planner’s report. Ayes: Buhrmann, Huggins, and Smith. Nays: None. Absent: Anderson and Pinski.
MOTION DECLARED CARRIED.
4. OTHER BUSINESS
a. Vision Plan Update.
Edwards informed Commissioners of the areas of Albertville that will be discussed for the next visioning update for Albertville. For May and June, to study the 2018 Vision Update and to start thinking of issues and goals for the downtown Albertville and compost site. Commissioners had further discussion on the compost site and future details on what is happening with the wastewater treatment plant, next to the compost.
4. ADJOURNMENT
Motioned by Smith, seconded by Huggins to adjourn the meeting at 7:29pm. Ayes: Buhrmann,
Huggins, and Smith. Nays: None. Absent: Anderson and Pinski. MOTION DECLARED CARRIED. Respectfully submitted, ____________________________ Maeghan Becker, Building Permit Tech
Agenda Page 3
Planning Commission Request for Recommendation
May 13, 2025
ACTION REQUESTED
The Planning Commission is asked to conduct a public hearing and make a recommendation to
the City Council on the Preliminary Plat for Lot 3, Block 10, BARTHEL’S INDUSTRIAL
PARK, and Lot 1, Block 4 BARTHEL’S INDUSTRIAL PARK 2nd ADDITION into Lot 1,
Block 1, GLACIER RIDGE PROPERTIES ADDITION, WRIGHT COUNTY, MINNESOTA.
BACKGROUND
Mold-Tech Inc., the applicant, has made an application on behalf of the property owner, Glacier
Ridge properties, LLC for a Preliminary Plat, Final Plat, Site Plan Review, and drainage and
utility easement vacation for the property located at 5166 Barthel Industrial Drive (PIDs 101-
002-010030 and 101-135-004010). The Planning Commission is responsible for reviewing and
making a recommendation to City Council on the Preliminary Plat and Site Plan Review items.
The property is located at the
southeastern corner of Barthel
Industrial Drive and 52nd St NE. The
site is currently comprised of two
parcels. The western parcel is 3.10
acres, and the eastern parcel is 1.25
acres. Both parcels are zoned I-1.
The site is currently used for
manufacturing and is a permitted use
in the district.
The applicant is requesting to expand
the building and incorporate site
improvements. The existing building consists of approximately 24,084 SF and the proposed
addition consists of approximately 16,800 SF for a total building coverage of 40,884 SF. The
current site has two access points, one off of Barthel Industrial Drive and one off of 52nd St NE.
The applicant is proposing the move the 52nd St NE access.
TO: Chair Buhrmann and Members of the Planning Commission
FROM: Jenni Faulkner, Consultant Planner
Frannie Nielsen, Consultant
AGENDA ITEM: Preliminary Plat and Site Plan Review for Mold-Tech Inc. at
5166 Barthel Industrial Drive.
HEARINGS Preliminary Plat to replat Lot 3, Block 10, BARTHEL’S
INDUSTRIAL PARK, and Lot 1, Block 4 BARTHEL’S
INDUSTRIAL PARK 2nd ADDITION
Agenda Page 4
Planning Commission Request for Recommendation – May 13, 2025
Planning – Mold-Tech Inc. Page 2 of 8
In order to expand the building, the two parcels need to be combined into one to meet zoning
requirements. The eastern parcel is currently owned by the City of Albertville. The City of
Albertville is selling the eastern parcel to Mold-Tech Inc. for the expansion. The land
conveyance will occur prior to the recording of the Final Plat.
REVIEW
Preliminary Plat Review
Dimensional Standards
Standard Requirement Proposed Meets Req.
Maximum Height 45 ft 25 ft 8 in Yes
Lot width 100 ft 343+ ft Yes
Front yard setback 30 ft 91 ft Yes
Side yard setback 10 ft 10+ ft Yes
Side yard (corner) 20 feet 22.2 feet Yes
Rear yard setback 20 ft 126 Yes
Parking lot setback
from street
15 ft 20 ft (west) and 17 ft (east) Yes
Site coverage
maximum
85% 49.6% (94,228 SF) Yes
The front of a lot shall be the boundary abutting a public right of way having the least width. The
front of the lot for this site is along Barthel Industrial Drive. Lot area for the I-1 district is
determined by the criteria for parking, loading, minimum yards and setback requirements and
building coverage standards.
Dedication Requirements
Industrial subdivision or developments require 5% land dedication. 5% of the resulting lot is
0.217 acres or 9,474.3 SF. Cash in lieu of land dedication is determined by the City of
Albertville fee schedule. Cash in lieu of land for industrial properties is $2,750.00 per acre
subdivided. Cash in lieu of land for this site is $598.13.
Water and Sewer Systems
The site is connected to city water and sewer. The addition will be served by internal extension
of the existing system.
Drainage System
The applicant has submitted a grading and drainage plan. The property generally drains from the
northwest to the southeast. The site will utilize existing stormwater pond on the southerly portion
of the property. The proposed storm sewer system has connection near the proposed access off
52nd St NE and the roof will be drained underground and into the pond. Preliminary grading
and drainage plans have been provided for City Engineer review. A condition requiring approval
by City Engineer is added.
Agenda Page 5
Planning Commission Request for Recommendation – May 13, 2025
Planning – Mold-Tech Inc. Page 3 of 8
Easements
The proposed Preliminary Plat shows a 10’ drainage and utility easement around the west and
north perimeter of the property abutting the street, a 30’ drainage and utility easement on the east
perimeter of the property, and a 15’ drainage and utility easement on the south perimeter of the
property.
The proposed Final Plat document shows a 10’ drainage and utility easement on the west and
north perimeter of the property and a 30’ drainage and utility easement on the south and east
perimeter of the property.
The applicant has made a request to vacate the current perimeter drainage and utility easements
on both parcels. The proposed drainage and utility easements meet the ordinance requirement of
at least 10’ wide provided on all lot lines. The proposed new lot has adequate drainage and utility
easements, therefore, the current drainage and utility easements are no longer needed.
Erosion and Sediment Control
The site has an existing storm water management basin on the south of the property. The
proposed erosion control and restoration plan includes a silt fence around the new building
expansion and a double row of the slit fence at the southeast corner of the building expansion.
The plan also shows four proposed storm sewer inlet protection and wood fiber logs. Preliminary
erosion control plans have been provided for City Engineer review.
Access
The access off of Barthel Industrial Drive is proposed to remain unchanged. The access off of
52nd St NE is proposed to be moved to the east to be approximately 130 ft from the eastern lot
line. The plans indicate the current drive along 52nd St NE to be replaced with curb and gutter.
The application has provided a turning radius layout indicating the site can accommodate
maneuvering of semi-trucks on-site. Preliminary curb cut and access plans have been provided
for City Engineer review.
Protected Areas
There is a delineated wetland south of the property. A wetland buffer is not necessary for this
site.
Site Plan Review
Landscaping
Required Standard Proposed Meets Req.
The lot area remaining after
providing for off street
parking, off street loading,
sidewalks, driveways,
building site and/or other
requirements shall be sodded
or seeded and mulched within
thirty (30) days of building
occupancy.
Locally grown sod on side
yard along 52nd St NE and
seed along the rear
Yes
Agenda Page 6
Planning Commission Request for Recommendation – May 13, 2025
Planning – Mold-Tech Inc. Page 4 of 8
The front and side yards of all
lots shall be sodded. Rear
yards which do not abut a
public street may be seeded
and mulched
Locally grown sod on side
yard along 52nd St NE and
seed along the rear
Yes
Landscaped using ornamental
grass, shrubs, trees or other
acceptable vegetation or
treatment generally used in
landscaping within one year
following the date of building
occupancy
One Crabapple ornamental
tree, two Lilac ornamental
trees, and seed along the rear
of the site
Yes
A minimum of sixteen (16)
ornamental trees or shrubs
shall be provided per street
side
Eight existing trees along
Barthel Industrial Drive and
13 along 52nd St NE (non-
conforming).
Ten trees existing along 52nd
Street.
Three additional trees are
proposed along 52nd street in
front of the expansion area.
No, a condition has been
added that three additional
trees be planted to the east of
the driveway along 52nd
Street,
Ornamental trees must be 1 ½
in
Three 1 ½ newly planted
ornamental trees along 52nd
St NE
Yes
Irrigated Landscape Areas
(City Code 10-4-4)
Existing front yard is
irrigated. Irrigation will be
added to building the
expansion area front yard.
Yes
Lighting
The pole lighting on the site will not change. Only the lighting on the building expansion is
subject to review. A full lighting plan was not required as part of the application.
Required Standard Proposed Meets Req.
Shall be arranged so as to
deflect light away from any
adjoining residential property
or from any public right of
way
Downward facing building
illumination lights
Yes
Light Cutoff: The luminaire
shall contain a cutoff which
directs and cuts off the light
at an angle of ninety degrees
(90°) or less.
Downward facing building
illumination lights
Yes
A light source mounted on a
building shall not exceed the
height of the building
Does not exceed building
height
Yes
The light source of an New light sources are on Yes
Agenda Page 7
Planning Commission Request for Recommendation – May 13, 2025
Planning – Mold-Tech Inc. Page 5 of 8
outdoor light fixture shall be
set back a minimum of ten
feet (10') from a street right
of way and five feet (5') from
an interior side or rear lot line
building and exceed building
and light setback
requirements
No light source shall be
located on the roof
No proposed roof lights Yes
Parking
The site currently has 69 parking spaces with 1 of those being handicapped accessible spaces.
The number of parking spaces required with the building expansion is:
Use Requirement Square footage
less 10%
Parking
Required
Manufacturing 1 space for each
350 square feet
of
manufacturing
36,524-
3652=32,872
94 stalls
Office 3 spaces + 1
space per 200
square feet of
office floor area
4360-436=3924 23 stalls
TOTAL 117 stalls
The proposed number of parking spaces is 89 with 4 of those being handicapped accessible
spaces. The plan indicates 34 future parking spaces for a total of 123 parking spaces. Therefore,
the current proposed number of parking spaces installed does not meet code requirements, but
including the number of future parking spaces meets code requirements. The required number of
parking spaces may be reduced with approval of a Conditional Use Permit and if the use can
demonstrate in documented form a need which is less than required. The city can require the
plans be modified prior to issuance of the building permit and all required parking installed with
the building addition or that an application for CUP be made and approved to allow for the
reduction. A condition is included.
The proposed parking spaces are 9’x20’, which meets code requirements.
Loading
Two loading berths are required and there are two existing loading docks. Now new docks are
proposed.
Screening
City Code requires all mechanical equipment to be screened (1000.7 J.) so as not to be visible.
New units are proposed on the roof of the addition a minimum of 18’6” inward from the street
side so as not to be visible from the edge of 52nd Street right-of-way in front of the addition. No
additional screening is proposed. The current rooftop units are not screened and visible from
Barthel Industrial Drive.
Agenda Page 8
Planning Commission Request for Recommendation – May 13, 2025
Planning – Mold-Tech Inc. Page 6 of 8
Building Materials
In industrial districts, all buildings constructed of curtain wall panels or finished steel, aluminum
or fiberglass shall be required to be faced with brick, wood, stone, architectural concrete cast in
place or precast concrete panels on all wall surfaces.
The required wall surface treatment may allow a maximum of seventy five percent (75%) of the
metal or fiberglass wall to remain exposed if it is coordinated into the architectural design
(excluding walls facing ROW).
For building walls which face public rights of way or abut residential uses, the required wall
surface treatment may allow a maximum of fifty percent (50%) of the metal or fiberglass wall to
remain exposed if it is coordinated into the architectural design.
Acceptable materials include:
1. Brick
2. Natural stone
3. Decorative concrete block
4. Cast in place or precast concrete panels
5. Wood (finished for exterior use with durable species like cedar, redwood, or cypress)
6. Curtain wall panels of steel, fiberglass, and aluminum (factory-fabricated, non-structural,
with durable non-fade finishes and corrosion-resistant fasteners)
7. Glass curtain wall panels
8. Stucco
9. Vinyl
Elevation Required Standard Proposed Meets Req.
West Elevation Max 50% metal or
fiberglass exposed
84% precast concrete Yes
East Elevation Max 75% metal or
fiberglass exposed
87.5% precast concrete Yes
North Elevation Max 50% metal or
exposed fiberglass
97.9% precast concrete Yes
South Elevation Max 75% metal or
exposed fiberglass
92.5% precast concrete Yes
The proposed elevations have a mix of precast concrete panels that meet code requirements.
The addition has four separate exists proposed. All have the required minimum four-foot
landing area at grade adjacent to the door.
Compliance with Comprehensive Plan
The sale of the eastern parcel must comply with the Albertville Comprehensive Plan. Under
Minnesota Statutes 462.356 Subd. 2, publicly owned property cannot be acquired or sold until
the planning commission reviews the proposal and provides a written report to the City Council
confirming whether the action aligns with the comprehensive plan.
Industrial Goal 1 in the Albertville Vision/Comprehensive Plan is the promote continued
industrial development in order to expand local employment opportunities and the city’s tax
Agenda Page 9
Planning Commission Request for Recommendation – May 13, 2025
Planning – Mold-Tech Inc. Page 7 of 8
base. The Comprehensive Plan also indicates industrial growth as a priority for the community.
The eastern parcel is currently guided as Industrial in the Future Land Use Map. The sale of the
eastern parcel for an industrial business expansion helps support the goals and priorities in the
plan and the proposed use of the site is in compliance with the Future Land Use Map.
RECOMMENDATION: It is respectfully requested that Chair Buhrmann and Members of the
Planning Commission consider the following:
MOTION TO: Recommend approval of the conveyance of Lot 1, Block 4 BARTHEL’S
INDUSTRIAL PARK 2nd ADDITION (Parcel A) to Glacier Ridge Properties based on the
following findings:
1. Minnesota Statutes Section 462.356, Subdivision 2, requires that no publicly owned
interest in real property shall be acquired or disposed of until the municipal planning
commission has reviewed the proposed action and submitted a written report to the
governing body regarding its compliance with the adopted comprehensive plan.
2. The conveyance of Parcel A must comply with the City of Albertville Comprehensive
Plan to satisfy both statutory and local policy requirements.
3. The Albertville Planning Commission has reviewed the proposed conveyance of Parcel A
and found the action to be in compliance with the City’s Comprehensive Plan.
4. Industrial Goal 1 of the Comprehensive Plan is to promote continued industrial
development in order to expand local employment opportunities and enhance the City’s
tax base.
5. The Vision/Comprehensive Plan identifies industrial growth as a community priority, and
Parcel A is guided for Industrial use in the City’s Future Land Use Map.
6. The conveyance of Parcel A to Glacier Ridge Properties for an industrial business
expansion directly supports the goals and priorities outlined in the Vision/Comprehensive
Plan, including land use consistency, economic development, and employment growth.
MOTION TO: Recommend approval of the Preliminary Plat for Mold-Tech Inc for Lot 3,
Block 10, BARTHEL’S INDUSTRIAL PARK, and Lot 1, Block 4 BARTHEL’S INDUSTRIAL
PARK 2nd ADDITION into Lot 1, Block 1, GLACIER RIDGE PROPERTIES ADDITION,
WRIGHT COUNTY, MINNESOTA.
With the following conditions of approval:
1. Lot 1, Block 4 BARTHEL’S INDUSTRIAL PARK 2nd ADDITION shall be conveyed
to Glacier Ridge Properties, LLC prior to Final Plat approval.
2. The Preliminary Plat drainage and utility easements shall be updated to be the same as
the proposed Final Plat drainage and utility easements.
3. Approval of final plans by the City Engineer.
MOTION TO: Recommend approval of the site plan for Mold-Tech Inc. granting the expansion
of the site with the following conditions of approval:
1. The applicant shall update the landscaping plan to include three additional trees along
52nd St NE.
Agenda Page 10
Planning Commission Request for Recommendation – May 13, 2025
Planning – Mold-Tech Inc. Page 8 of 8
2. Plans shall be revised to include construction of the future parking stalls as indicated on
sheet C1 of the civil site drawings at the same time as the building expansion or the
applicant may apply for and receive a Conditional Use Permit.
3. Approval of final plans by the City Engineer.
Attachments:
• Location Map
• Mold-Tech Inc. Application
• Mold-Tech Inc. Application Materials
• Future Land Use Map
• Draft Resolutions
Agenda Page 11
Wright County, MN
Developed by
Parcel ID 101022010030
Sec/Twp/Rng 01-120-024
Property
Address
5166 BARTHEL INDUSTRIAL
DR NE
ALBERTVILLE
Alternate
ID
(0102) CITY OF ALBERTVILLE-0885
Class 234 - 3A INDUSTRIAL LAND AND
BUILDING
Acreage 2.95 Acres
Taxpayer
Address
5166 BARTHEL INDUSTRIAL
DR NE
District 234-2000
Brief Tax Description SECT-01 TWP-120 RANGE-024 BARTHEL'S INDUSTRIAL PARK LOT-003 BLOCK-010
(Note: Not to be used on legal documents)
Date created: 4/28/2025
Last Data Uploaded: 4/28/2025 8:34:23 AM
590 ft
Overview
Legend
Highways
Interstate
State Hwy
US Hwy
Roads
City/Township Limits
c
t
Parcels
Torrens
Agenda Page 12
04/15/2025
04/24/2025
05/13/2025
06/02/2025 or 06/16/2025
2025-001PM
$450.00
$5000.00 04/15/25 Ck # 20067
04/15/2025
Agenda Page 13
4/16 4/164/16 4/16 4/16
Agenda Page 14
PROJECT LOCATIONSITEMINNESOTAMOLD-TECHSITE IMPROVEMENT PROJECTCITY OF ALBERTVILLEWRIGHT COUNTYSITESITESITEINDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN5166 Barthel Industrial Drive NEAlbertville MN 55301Pete Parks763-497-7500pparks@mold-techinc.comMOLD-TECH INC.Agenda Page 15
BLOCK 1PROPOSED PROPERTY DESCRIPTIONLEGEND: SITE PLAN NOTESGENERAL NOTES INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN5166 Barthel Industrial Drive NEAlbertville MN 55301Pete Parks763-497-7500pparks@mold-techinc.comMOLD-TECH INC.KEY NOTES: SURVEY DATAPROJECT LOCATIONAPPROXIMATE GROSS AREAPARKING DATA: SETBACK: EXISTING ZONINGMINIMUM LOT REQUIREMENTSTHE MINIMUM LOT AREA WITHIN THE I-1 DISTRICT SHALL BE DETERMINED BY THECRITERIA FOR PARKING, LOADING, MINIMUM YARDS AND SETBACK REQUIREMENTSAND BUILDING COVERAGE DESCRIBED FOR THIS DISTRICT.BUILDING DATAEXISTING PROPERTY DESCRIPTIONSETBACK: NOTESAgenda Page 16
BLOCK 1LEGEND:INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN5166 Barthel Industrial Drive NEAlbertville MN 55301Pete Parks763-497-7500pparks@mold-techinc.comMOLD-TECH INC.SURVEY DATAAgenda Page 17
BLOCK 1LEGEND: INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN5166 Barthel Industrial Drive NEAlbertville MN 55301Pete Parks763-497-7500pparks@mold-techinc.comMOLD-TECH INC.SURVEY DATAAgenda Page 18
BLOCK 1EROSION CONTROL INSTALLATION SCHEDULEEROSION CONTROL NOTESEROSION CONTROL MAINTENANCE SCHEDULEVEGETATION GROUND COVER RESTORATIONPOLLUTION PREVENTION NOTESEROSION CONTROL QUANTITIES:LEGEND: INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN5166 Barthel Industrial Drive NEAlbertville MN 55301Pete Parks763-497-7500pparks@mold-techinc.comMOLD-TECH INC.SURVEY DATAPROPERTY DESCRIPTIONPROJECT LOCATIONAgenda Page 19
LEGEND: DEMOLITION NOTES INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN5166 Barthel Industrial Drive NEAlbertville MN 55301Pete Parks763-497-7500pparks@mold-techinc.comMOLD-TECH INC.SURVEY DATAPROPERTY DESCRIPTIONAgenda Page 20
INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN5166 Barthel Industrial Drive NE
Albertville MN 55301
Pete Parks
763-497-7500
pparks@mold-techinc.com
MOLD-TECH INC.
BITUMINOUS PAVEMENT
Agenda Page 21
INDEX OF CIVIL SITE DRAWINGS: CIVIL ENGINEERINGSITE DESIGN5166 Barthel Industrial Drive NEAlbertville MN 55301Pete Parks763-497-7500pparks@mold-techinc.comMOLD-TECH INC.Agenda Page 22
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WB-67 - Interstate Semi-TrailerOverall Length 73.505ftOverall Width 8.500ftOverall Body Height 12.052ftMin Body Ground Clearance 1.334ftMax Track Width 8.500ftLock-to-lock time 6.00sMax Steering Angle (Virtual)28.40°
1/1CIVIL ENGINEERINGSITE DESIGN5166 Barthel Industrial Drive NE
Albertville MN 55301
Pete Parks
763-497-7500
pparks@mold-techinc.com
MOLD-TECH INC.
Agenda Page 23
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A0.04918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301Cover SheetArchitectural GeneralArchitectural PlansArchitectural ElevationsArchitectural SectionsDetailsVertical CirculationArchitectural Reflected Ceiling PlansInterior DetailsCivilStructuralMechanical, Electrical, & Plumbing (MEP)A0.0A0.1A0.2A0.3A0.4A0.5A0.6A1.1A1.2A1.3A1.4A1.5A2.1A2.2A2.3A2.4A2.5A3.1A3.2A3.3A5.1A6.1A6.2A7.1A7.2A8.1C1S0.1E1.1SHEET INDEXCover SheetCode InformationCode PlansCode Fenestration ElevationsRoom Finish ScheduleDoor Schedule & TypesOutline SpecificationsFirst Story Floor PlanEnlarged 2025 Addition PlanRoof PlanEnlarged PlansEnlarged PlansExterior ElevationsExterior ElevationsEnlarged Exterior ElevationsEnlarged Exterior ElevationsEnlarged Exterior ElevationsBuilding SectionsBuilding SectionsBuilding SectionsExterior DetailsStairs & RampsMezzanine StairsReflected Ceiling Plan - Main LevelReflected Ceiling Plan - MezzanineInterior Elevations & DetailsSite PlanGeneral Structural NotesFirst Story Elec Power & Low Voltage PlanDate Issued04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-05-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim04-13-25 Prelim1SE View2SW View3NW View Aerial4NE View5SW View ExistingPREFINISHED METALELEVATE Uni-Clad MetalProductsKynar finish"Matt Black"Main Roof fascias, soffits, dripcaps, and misc. break metallocations.ALUMINUM ENTRYDOORSBlack Anodized FinishPROJECT TEAMARCHITECTMichael J. Thomas Architect, LLC4918 S. Tri Oak Circle NEEast Bethel, MN 55092651-245-2346mjtallc2520@gmail.comwww.michaeljthomasarchitect.comOWNERGlacier Ridge Properties19138 Lincoln Street NWElk River, MN 55330STRUCTURAL ENGINEERInnovative Structural Solutions (ISS) PA5279 Kylar Avenue NEAlbertville, MN 55301Shawn Parks, PE Phone 763.425.9960 Cell 218.851.198 sparks@isseng.comBradden Parks, PE Phone 763.425.9960 Cell 218.517.0242 bparks@isseng.comCIVIL ENGINEERCivil Engineering Site Design118 East Broadway StPO Box 566Monticello, MN 55362 Scott Dahlke 763-314-0929GENERAL NOTES1. This is an invited, general contractor, lump sumcontract/bidded project.2. This is a Design/Build Mechanical Electrical & Plumbing(ME) project. The applicable subcontractor will includethe design, materials, and labor for their work per theoutline specifications and plans herein. The GC's bidmust include a clear narrative for the Design/Build MEPscopes of work. Applicable code-related submittals shallbe deferred submittals (provided after bidding, prior toconstruction)PRECAST CONCRETEWALL PANELSFabcon - Exposed Aggregate. 004Sand and 920 Onyx TintWith 16" x 8" Imprint andStandard 2" Rake As ShownPREFINISHED METAL &STEEL PAINTED TOMATCHELEVATE Uni-Clad MetalProductsKynar finishSilver Metalic. Painted Precast Wall PanelBlackAgenda Page 24
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A0.14918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301Chapter 10 Means of EgressTable 1004.5 Maximum Floor Area Allowances per Occupant.First Story Business Areas = 4,360 SF/ 150 = 29 Assembly (Cafeteria) Unconcentrated = 3,008/ 15 = 200 Industrial Areas Existing = 19,724/ 100 = 197 Industrial Areas New = 13,685 / 100 = 136 Total First Story = 562Mezzanine(s) Accessory Storage Areas, Mechanical Equipment Room Existing = 896 SF/ 200 = 5 New = 4,700 SF / 200 = 24 Total Mezzanine(s) = 29Total Occupant Load = 562 + 29 = 591Section 1005.3.1 Stairways.The capacity, in inches, of means of eagress stairs shall be calculated bymultiplying the occupant load served by such stairways by a means ofegress capacity factor of 0.3 inch per occupant. New Mezzanine stairs shall be 24 Occupants x .03 = 0.72 feet. Actual = 3' Stairs between Existing and New F-2 Occupancy = 197 Occupants x .03 = 5.91 feet Actual = 6 feet Stairs between F-2 and A-2 Occupancy = 200 Occupants x .03 = 6 feet Actual = 6'-3"Section 1005.3.2 Other egress componentsThe capacity, in inches, of means of egress components other thanstairwasy shall be calculated by muiltiplying the occupant load served bysuch component by a means of egress capacity factor of 0.2 inch peroccupant load. First story 562 occupant load X 0.2 = 11.24 feet required Actual = (9) 3' wide doors = 27'Table 1006.3.3(2) Stories With One Exit or Access to One Exit F Occupancy, Mezzanine Maximum Common Path of Egress Travel Distance = 75. See Code Plans for actualSection 1007.1.1 Two exits or exit acxcess doorways. Exception 2.Where a building is equipped throughout with an automatic sprinklersystem in accordance with Section 903.3.1.1 or 903.3.1.2, the separationdistance shall be not less than one-third of the length of the maximumoverall diagonal dimension of the area served.Table 1017.2 Exit Access Travel DistanceA Occupancy = 250 feet.B Occupancy = 300 feet.F-2 Occupancy = 400 feetTable 1020.1 Corridor Fire-Resistance RatingA,B, and F Occupancy, with sprinkler system = 0.2020 MINNESOTA STATE BUILDING CODE Chapter 3 Use and Occupancy ClassificationSection 303.03 Assembly Group A-2CafeteriaFirst Story 3,008 SFSection 304 Business Group BProfessional ServicesFirst Story 3,421 SF + 939 SF = 4,360 SFSection 306.3 Low-hazard Factory Industrial Group F-2Metal Products Fabrication & AssemblyFirst Story Existing = 19,724 SFFrist Story New = 13,685 SFFist Story Total = 33,409 SFMezzanine Existing = 896SFMezzanine New = 4,700 SFMezzanine Total = 5,596 SFFirst Story Total = 3,008 + 4,360 +33,409 = 40,777 SFMezzaine Total = 5,596 SFTotal Building = 46,373 SFChapter 5 General Building Heights and AreasTable 504.3 Allowable Building Height In Feet Above Grade PlaneOccupancy Class A, B, & F; Type II B, Sprinklered = 75' Allowed. 26' Actual.Table 504.4 Allowable Number of Stories Above Grade PlaneOccupancy Class A-2, Type II B, Sprinklered = 3 StoriesActual = 1 StoryOccupancy Class B, Type II B, Sprinkered = 4 StoriesActual = 1 StoryOccupancy Class F-2, Type II B, Sprinklered = 4 StoriesActual = 1 Story + MezzanineSection 505 Mezzanines and Equipment Platforms Section 505.2 Mezzanines shall be considered a portion of the story below. Shall not contribute to either the building area or number of stories. Clear heigth above and below the mezzanine floor shall be not less than 7' Section 505.2.1 Area Limitation. Exception 2. The aggregate area of the mezzanine in buildings and structures of Type I and II construction shall not be greater than one half the floor area of the room its in provided its equipped with a sprinkler system throughout. Exsting Mezzanine 1,162 SF/ Existing F-2 19,724 SF = .06. Less than half. New Mezzanine 4,700 SF/ New F-2 13,685 SF = .34. Less than half.Table 506.2 Allowable Area Factor In Square FeetOccupancy Class A-2, Type II B, Sprinklered 1 Story = 38,000 SFActual = 3,008 SFOccupancy Class B, Type II B, Sprinklered 1 Story = 92,000 SFActual = 4,360 SFOccupancy Class F-2, Type II B, Sprinklered 1 Story = 92,000 SF Actual = 33,409 SFSection 508.4 Seperated occupanciesOccupancy Class A-2 = 3,008 SF Actual / 38,000 SF Allowed = 0.079Occupancy Class B = 4,360 SF Actual / 92,000 SF Allowed = 0.047Occupancy Class F-2 = 33,409 SF / 92,000 SF Allowed = 0.3630.079 + 0.047 + 0.363 = 0.489. This is less than 1, therefore okay.Table 508.4 Required Separation of OccuapnciesA and F-2 = No SeparationB and F-2 = 1 HourChapter 6 Types of ConstructionTable 601.0 Hour Fire-resistance Rating required for all elements. Type V B. Chapter 9 Fire Protection SystemsSection 903.An automatic sprinkler system shall be provided throughout.Section 906 Portable Fire ExtinguishersTable 906.3(1) Fire Extinguishers for Class A Fire Hazards. Light (Low) HazardOccupancy. Maximum distance of travel to extinguisher = 75 feet.2020 MINNESOTA ACCESSIBILITY CODEChapter 11 of the 2018 IBC w/MN AmendmentsSection 1104.4 Accessible Route.All levels with exception to the mazzanines are accessible via a rampat least 1':12' ratio.Section 1105 Accessible Entrances.The main entrance and all required exists are accessible.Section 1106 Parking and Passenger Loading Facilities See Civil plans. Table 1106.1 See Civil Plans1109.2.2 Water closet compartment.At least 5% of water closet compartments in each toilet room shallbe accessible. 6 of the 11 toilet rooms/ stalls are accessibleSection 1109.5 Drinking FountainsNot fewer than two drinking fountains shall be provided on eachstory. One drinking fountain at each location shall comply with therequirements for people who use a wheel chair and one drinkingfountain shall comply with requirements for standing persons. (2)provided. Section 1109.13 Controls, operating mechanisms and hardware.All door hardwares are level handle or stationary puch/ pulls.Section 1111 SignageTo be by Owner, but will comply.Chapter 4Section 406 Curb Ramps. The main enetry and access fromaccessible parking access isle includes curb ramp to comply.Chapter 5Section 502 Parking Spaces. (2) accessible parking spaces 9' wide x19' deep with an 8' minimum wide access isle provided.Chapter 6Section 602.4 Spout outlet heights for drinking fountains.(1) at 36" max. for wheel chair use and (1) between 38"-43" forstanding persons provided.Section 603.1 Clearances, door swings, mirrors, operable parts at alladult accessible toilet rooms and child accessibble toilet roomscomply.Section 604 Water Closets and Toilet Compartments. Clearances angrab bars shown to comply with Adult and Child accessiblerequirements.Section 606 Lavatories and SinksAll toilet rooms include lavatories at 34" height, 27" clearance, &30" widths.Section 804.3 Kitchens and Kitchenettes. Work surface. Cafeteria counter with sinks and microwaves will be 34". Ilsand coutner will be at 42"2020 Minnesota Provisions to the Minnesota State Building Code1303.1500 Recycling Space, Table 1-A.Manufacturing Areas = .0025 factor.47,013 SF x .0025 = 118 SFrequired. 120 SF provided.2020 MINNESOTA ENERGY CODESection 5.1.4 ClimateWright County. Climate Zone 6ASection 5.4.3.1 Continuous Air Barrier Section 5.4.3.1.1 Whole Building Air Leakage rate of 0.40 cfm/ft2 Section 5.4.3.1.2 Continuous Air Barrier Design and Installation.Section 5.5 Prescriptive Building Envelope Compliance Path Prescriptive Method for compliance proposed.Table 5.5-6 Building Envelope Requirements for Climate Zone (A,B) -Nonresidential Roof, Insulation Entirely Above Deck = R-30 CI Mass Walls = R-13.3 CI Below Grade Walls = R-10 CI Fixed Fenestration = 0.34 U-factor or less/ 0.38 SHGC of less. Operable Fenestration = 0.42 U-factor or less/ 0.34 SHGC or less. Entrance Doors = 0.63 U-factor or less/ 0.34 SHGC or less.Section 5.5.4.5 Fenestration Orientation West Fenestration = 16% East Fenestaration = 5.77% Therefore, Exception 2. Buildings where the west-orientation and east-orientation vertical fenestration area does not exceed 20% of the gross wall area for each of those facades, and the SHGC on those facades is not greater than 90% of the criteria in Tables 5.5-0 through 5.5-8.Building Mechanical and Electrical Systems will be Design/ Build byapplicable subcontractor. It shall be said subcontractor’s responsibilityto design their system to meet all applicable energy code (and othercodes) requirements.Chapter 29 Plumbing SystemsTable 2902.1 Minimum Plumbing FixturesAssembly (Restaurants, banquet halls and food courts)200/ 2 = 100 each Men and Women Water Closets (1 per 75 required) Required = 2 each Men and Women = 4 Required Lavatories (1 per 200 required) Required = 1 each Men and Women = 2 RequiredBusiness29/ 2 = 15 each Men and Women Water Closets (1 per 25) Required = 1 each Men and Women = 2 Required Lavatories (1 per 40) Required = 1 per Men and Women = 2 RequiredFactory and Industrial362/ 2 = 181 each Men and Women Water Closets (1 per 100) Required = 2 each Men and Women = 4 Required Lavatories (1 per 100) Required = 2 each Men and Women = 4 Required.Total Water Closets: Required = 10, Actual = 11 + 4 UrinalsTotal Lavatories: Required = 8, Actual 10 + 1 Group Hand Wash Sinks Bathtub/ Shower = 0 Required. Propose to provide 0. Drinking Fountains = 589/ 400 = 2 Required. Provided = 2 + 1 Fill Station Service Sink = 1 Required. 2 Provided. Agenda Page 25
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A0.24918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301FF240'168'408'64'36'33'207'121'47'100'Fire Extinguisher R 75'Fire Extinguisher R 75'Fire Extinguisher R 75'B OccupancyBusines GroupProfessionalServices3,421 SFB OccupancyBusines GroupProfessionalServices939 SFA-2 OccupancyAssembly Cafeteria3,008 SFF-2 Occupancy (Existing)Factory IndustrialLow-hazard Metal ProductsFabrication & Assembly19,724 SFF-2 Occupancy (New)Factory IndustrialLow-hazard Metal ProductsFabrication & Assembly13,685 SFEXITEXITEXITEXITEXITEXITEXITEXITEXITTOTAL FIRSTSTORY = 40,777 SF1HR1HR1HR1HR1HR1HR1HR42'30'27'21'11'25'6'12'12'36'21'14'21'9'28'21'27'47'28'20'48'23'41'40'120'19'38'15'73'98'12'41'53'17'32'32'10'16'RecyclingArea8'x16'= 128 sfFEXFEXFEXD100B4'-6" X 4'-6"4'-6" X 4'-6"4'-6" X 4'-6"4'-6" X 4'-6"4'-6" X 4'-6"D201AD200BD200AD200C72'-6"16'-1/2"64'Fire Extinguisher R 75'F-2 Occupancy (Existing)Factory IndustrialLow-hazard Metal ProductsFabrication & Assembly896 SFF-2 Occupancy (New)Factory IndustrialLow-hazard MetalProducts Fabrication &Assembly4,700 SFEXIT42'33'33'42'EXITTOTAL MEZZANINE= 896 + 2,350 + 2,350 = 5,596 SF1HRFEXSCALE: 1/16" = 1'-0"1Code Plan - First Story0 8' 16'32'SCALE: 1/16" = 1'-0"2Code Plan - Mezzanine0 8' 16'32'NOTE: "FEX" = FIREEXTINGUISHERS LOCATIONS.ALL FIRE EXTINGUISHERS WILLBE PROVIDED BY THE OWNERAND INSTALLED BY THEGENERAL CONTRACTORAgenda Page 26
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A0.34918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 553019,007 sq ft43 sq ft43 sq ft74 sq ft12 sq ft12 sq ft12 sq ft12 sq ft8 sq ft8 sq ft24 sq ft32 sq ft29 sq ft29 sq ftTotal South Elevation Area = 9,007 SFTotal South Fenestration = 338 SFFenestration % = 338/ 9,007 = 3.75%8,480 sq ft8 sq ft8 sq ft1,173 sq ft564 sq ft107 sq ft411 sq ft167 sq ft1,244 sq ft24 sq ft63 sq ft140 sq ftTotal North Elevation Area = 8,480 SFTotal North Fenestration = 16 SFFenestration % = 16/ 8,480 = .019%2,567 sq ft29 sq ft29 sq ft29 sq ft29 sq ft32 sq ftTotal East Elevation Area = 2,567 SFTotal East Fenestration = 148 SFFenestration % = 148/ 2,567 = 5.77%2,157 sq ft43 sq ft43 sq ft43 sq ft87 sq ft43 sq ft43 sq ft43 sq ftTotal West Elevation Area = 2,157 SFTotal West Fenestration = 345 SFFenestration % = 345/ 2,157 = 16.00%SCALE: 1/16" = 1'-0"1South Fenestration Calcs0 8' 16'32'SCALE: 1/16" = 1'-0"2North Fenestration Calcs0 8' 16'32'SCALE: 1/8" = 1'-0"3East Fenestration Calcs0 4' 8'16'SCALE: 1/8" = 1'-0"4West Fenestration Calcs0 4' 8'16'Agenda Page 27
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A0.44918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301ROOM FININISH SCHEDULEROOMNO.100101102103104105106107108109110111112113114200201NAMEManufactureingUnisexUnisexUnisexHallwayUnisexUnisexUnisexVestiblueBreakMechUnisexUnisexRampManufacturingMezzannineMezzannineFLOORBCBCBCBCBCBCBCBCBCBCBCBCBC????BCBCBCBASERPTWPTWPTWRPTWPTWPTWRRRRRRRRREASTMATERIALGBGB/PTWGB/PTWGB/PTWGBGB/PTWGB/PTWFB/PTWGBGBGBGB/PTWGB/PTW-PCPCPCEASTFINISHPPPPPPPPPPPPP-PPPSOUTHMATERIALPCGB/PTWGB/PTWGB/PTWGBGB/PTWGB/PTWGB/PTWPCGBGBGB/PTWGB/PTWGBGBGBPCSOUTHFINISPPPPPPPPPPPPPPPPPWESTMATERIALEXISTINGGB/PTWGB/PTWGB/PTWGBGB/PTWGB/PTWGB/PTWGBGBGBGB/PTWGB/PTWGBGBGBGBWESTFINISHGBPPPPPPPPPPPPPPPPNORTHMATERIALPCGB/PTWGB/PTWGB/PTWGBGB/PTWGB/PTWGB/PTWGBGBGBGB/PTWGB/PTWGBPCPCPCNORTHFINISHPPPPRPPPPPPPPPPPPPCEILINGMATERIALEXPOSEDSAT-ASAT-ASAT-ASAT-ASAT-ASAT-ASAT-ASAT-APC/SAT-CPCSAT-ASAT-APCPCEXPOSEDEXPOSEDREMARKS2,4,5,6,7,8.9,101,3,5,1,3,51,3,551,3,51,3,51,3,552,5,6,7,112,5,7,8,111.3,51,3,52,6,7,112,6,112,4,5,2,4,51 1/2"2 1/2"8"1'0 5/8"1 7/8"1 7/8"0 5/8"4 7/8"0 5/8"3"3"0 5/8"7 1/4"1 1/2"2 1/2"8"11 5/8"6"0 5/8"1'-6 1/4"FABCON PRECAST CONC.VERSACORE+GREEN SANDWHICHWALL PANELEXT. PRECASTWALL PANEL6" STL STUDS @ 24"O.C.5/8" GYP BD5/8" GYP BD3 5/8" STLSTUDS @24" O.C.GB TIGHT TO BOTOF FLOOR OR ROOFDECK3 5/8" STL STUDS@ 24" O.C.6" STL STUDS @ 24"O.C.EXIST. CMU WALL5/8" GYP BDFULL ACOUSTIC BATTINSULWPC12WSTL358TOTAL R-VALUE OF 28.2WSTL6WSTL358XWSTL358FWSTL358 = STOP TOP OFWALL AT BOT. OF ROOFDECK.WSTL358X = STOP TOP OFWALL 6" ABOVE FINISHEDCEILINGWSTL6XWSTL6 = STOP TOP OFWALL AT BOT. OF ROOFDECK.WSTL6X = STOP TOP OFWALL 6" ABOVE FINISHEDCEILINGWSTLFPANEL JOINT BACKER ROD ANDCAULK BY FABCON TO MATCHPANEL FINISH2 1/2" RIGID INSULATIONLAYER = R-14.6 (5.84 PER INCH)8" VERSACORE = R-13.6SCALE: 1" = 1'-0"1Wall Types0 6'' 1'2'KEY TO ROOM FINISHES REMARKS1. Provide tile backer board in lieu of gypsum board at porcelain wall tile locations.2. Exposed floor/ roof structure above. 3. Provide 4' porcelain wall tile wainscot at perim. of room. Include Schulter Dilex-AHKA 9/16" aluminummetal cove-shaped tile edging (at base) and aluminum L-angle tile edging (at top and edges)4. Dry-Fall paint at exposed steel beams, steel roof joist, metal decking, etc.5. Burnished/ Polished concrete floor by Owner, however GC shall coordinate6. Ramp/ Stair Finish ???????????????????????7. Provide 4" rubber base at ramp. 8. Provide 4' high RFP sanitary panel wainscot at mop sink.9. Provide 4' high porcelain tile wainscot at the entire wall behind the hand wash station and the bottlefill sation.10. Existing CMU wall to be painted.11. The precast concrete plank floor structure above shall be left unfinished, however the panel jointsand drainage/ weeps holes shall be caulked. KEY TO ROOM ABBREVIATIONS & INTERIOR FINISH SPECIFICATIONSBC = Burnished / Polished Concrete. Shall be ground to a "salt and pepper" appearance as approved with onsite sample by the Architect and Owner. Include a High-gloss stain and wear protection finish equal to Convergent Concrete Technologies Pentra-Finish (HG) Advanced High-gloss Stain and Wear Protection Finish.EXPOSED = Exposed StructurePC = Precast Concrete Wall Panels. Steel formed or light broom finished. R = Equal to Roppe - Pinnacle Rubber Base, 4” height, Standard Toe Profile, Color to be selected from standard pallet.P = Paint. Metal decking, steel bar joist/ beams,and misc. metal: Shop Primed. Clean with hand tools and Touch up in field. (2) coats Cellu-Tone.Gypsum Board: (1) coat ProGreen Low VOC Interior Latex Primer. (1) coat ProGreen Low VOC Interior Latex Eg-Shel. (1) additional coat at darker or high pigmented color locations as directed by Architect or as needed to cover properly.SAT-A = Suspended Ceiling Tile Type A - General Use at all areas, except where noted to be other type.Wet-formed mineral fiber with factory-applied latex paint.Class A Flame Spread 25 or less. ASTM E 1264Acceptable Manufacturer and Product to be Armstrong, School Zone - Fine Fissured. #465. Size 2’x2’x3/4” panels. Color White.Grid equal to Armstrong Exposed Tee System Prelude XL with 15/16 inch face profile and white finish. Install as per manufacturesrecommendations.SAT-B = Suspended Ceiling Tile Type B - Sanitary and Clean Room Use such as food service areas, bar, public restrooms etc. See Reflected Ceiling Plan and Room Finish Schedule Gypsum core with vinyl faced membrane. Size: 2’x2’x5/8” panels Shall meet USDA/ FSIS sanitary standards for food processing. Acceptable Manufacturer and Product to be: CertainTeed Vinylrock. GoldBond CleanRoom Gypsum Ceiling Panels. Grid equal to Armstrong Exposed Tee System Prelude XL with 15/16 inch face profile and white finish. Install as per manufacturesrecommendations.SAT-C = Supended Ceiling Cloud Assembly. Equal to Armstrong Formations Square/ Rectangle Clouds Panel Finish: Fine Fissured Tegular Panel Color: White Panel Type: CALLA Square Tegular Suspension System: Prelude 15/16'. Color Black Trim Type: 4", Axicon Vector Trim for Formations. Quantity: See Reflected Ceiling Plan.GB = Gypsum Board Materials Gypsum wall board to comply with ASTM C36, tapered edges Fire resistive board to be Type X, unless indicated to supply manufacturer’s proprietary, fire resistive labeled board to comply with UL designs. Acceptable Manufacturers include USG Systems and Gold Bond. Impact Resistance (at Sport Court Rm 142, 8’ wainscot perimeter). Equal to: USG Fiberock® Aqua-Tough™ Interior Panels Tile Backer Board All areas where ceramic tile is scheduled, install a tile backerboard panel in lue of gypsum wall board. Acceptable Manufacturer and product shall be Gold Bond eXP Fire-Shield Tile Backer. Accessories Comply with ASTM C1047, hot dipped, galvanized steel unless otherwise indicated. Corner bead to be Type CB-118x, 118, USG Casing bead to be Type LK-S, square nosed, L-shaped bead for kerfed jambs. Other beads Type LC and U shaped. Control Joint equal to USG 093. Provide vertical interior control joints spaced no greater than 30’ on center continuously from floor to top of wall assembly. Tear-off bead to be 1 1/8” casing bead with 5/16” tear off mask, designed for use at window jambs. Screws to comply with ASTM C1002. Length of screws required to penetrate wood framing not less than 5/8 inch. Nails to comply with ASTM C514 Resilient Channels to be RC-1 as indicated. Comply with ASTM A 653 or ASTM A 568. Joint reinforcing tape and compound to comply with ASTM C475 and gypsum board manufacturer’s recommendations. Finish Levels of joints in interior gypsum board work Level One Embed tape and joint compound at joints and interior angles. Leave surface free of excess joint compound. Tool marks and ridge are acceptable. Use above suspended ceilings and within other concealed spaces if the gypsum board assembly is fire rated, sound rated, sound or smoke controlled, or the space serves as an air plenum. Level Two Embed tape and joint compound at joints and interior angles. Add another separate coat of joint compound applied over joints, angles, fasteners heads, and accessories. Sand smooth, ready for finish materials. Use at location where the gypsum board serves as a substrate for thicker materials such as tile, wood paneling, sanitary panels etc. Level Three Embed tape and joint compound at joints and interior angles. Add three separate coats of joint compound applied over joints, angles, fasteners heads, and accessories. Apply and sand smooth free of tool markings and ridges. Use for all locations scheduled to be exposed finished gypsum board.FRF = Fiberglass Reinforces Plastic Sanitary Panels. Comply with Minnesota Health Department, USDA, FDA, and UL requirements for use in food service sanitary wall locations. Acceptable Manufacturer and Product: Marlite Pebbled FRP. Color to be "P 470N Dark Gray" Size: 4' wainscot or 4'x9' panels as scheduled/ shown. Accessories: Provid adhesives, J-channels, splines, etc as required by manufacture and complete installation. No exposed fasterners allowed.PTW = Porcelain Tile - Wall Marazzi Basalto. Color: Piombo. Size: 12" x 24". Pattern: 1/2 runnding bondAgenda Page 28
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A0.54918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301D100AD100BD100CD101D102D103D105D106D107D108AD108BD109AD109BD109CD110D111D112D114AD114BD200AD200BD200CD201A3'12'3'3'3'3'3'3'3'3'3'3'6'3'3'3'3'10'6'3'8'6'3'7'12'7'7'7'7'7'7'7'7'7'7'8'7'7'7'7'10'8'7'8'8'7'AL-1BEFD-1AL-1AWD-1WD-1WD-1WD-1WD-1WD-1AL-2AAL-2BAL-2AAL-2BAL-2BWD-1WD-1WD-1EFD-2AL-2BAL-2BIFD-1AL-BAL-2BAL-2AL-1HM-1HM-1HM-1HM-1HM-1HM-1AL-2AL-3AL-2AL-1AL-1HM-1HM-1HM-1AL-1AL-1AL-1AL-10103040404040404010201050607040405060506ABAABBAs Sched.1 3/4"1 3/4"As Sched.As Sched.As Sched.As Sched.PER PLANSPER PLANS7'-2"AS SCHED.2"2" 2"1 3/4"6'-8"As Sched.AS SCHED.9'-8"9'-8"9'-8"2'-6" 4'-6" 2'-8"7'-2"4'ALUM.FRAMEAL-1AL-2HM-1SEE PLANS FOR LEFT OR RIGHT SIDELITEORIENTATIONHM-2SEE PLANS FOR LOCATIONS AND SIZESAL-3SEE PLANS FOR LEFT OR RIGHT SIDELITEORIENTATIONAL-41'VER.6"VER.6"6"VER.6"10 3/4"As SchedAs SchedAs SchedAs SchedAs SchedAs Sched3'-5 1/4"10 3/4"As SchedAs SchedSTYLE & RAIL ALUMDOORFLUSH WDDR W/ LAM.FACE EA.SIDELITE KIT W/1/4"TEMPEREDGLASSFLUSH WD DRW/ LAM. FACEEA SIDESTYLE & RAIL ALUMDOORWD-1WD-3AL-1A & AL-1BAL-2A & AL-2BAL-2A = 1" INSULATED,TEMP GLASS.AL-2B = 1/4" TEMP. GLASSAL-1A = 1" INSULATED,ALUM. PANELS AT TOP ANDBOTTOM.AL-1B = 1" INSULATED,TEMP. GLASS AT TOP AND1" ALUM. PANELS AT THEBOTTOM.AS SCHED.AS SCHED.AS SCHED.AS SCHED.AS SCHED.AS SCHED.INSULATED,EXTERIOR (6) PANELFOLDING DOOR W/ (3)PANELS FOLDING TOEACH JAMB.INSULATED EXTERIOR(4) PANEL FOLDINGDOOR W/ (2) PANELSTO EACH JAMBUNINSULATEDINTERIOR (4) PANELFOLDING DOOR W/ (2)PANELS TO EACH JAMBEFD-1EFD-2IFD-1DOOR SCHEDULEIDDOORW HT TYPEFRAMETYPEHDWRGROUPNOTESSCALE: 1/4" = 1'-0"2Frame Types0 2' 4'8'SCALE: 1/4" = 1'-0"3Door Types0 2' 4'8'SCALE: 1/4" = 1'-0"1Folding Door Types0 2' 4'8'08 71 00 Door Hardware1. Butt Hingesa. Acceptable Manufactures = Ives, Stanley, Hager, or PBBb. Hinge Quantitiesi. 3 hinges for doors up to 90 inches. 1 additional hinge for every 30 inchesover 90 inches.ii. 4 hinges for dutch opening through 90 inches high.c. Typesi. Standard weight plain bearing hinges1. Interior doors through 36 inches wide without closer.ii. Standard weight ball bearing hinges1. Interior openings over 36 inches through 40 inches wide.2. Interior openings through 40 inches wide with a door closeriii. Heavyweight, 4 ball bearing hinges1. Interior openings over 40 inches wide2. Public vestibule openings at exterior doors.3. Exterior outswing public openings4. Exterior outswing non-public entrance openings over 40 incheswide.iv. Oil-impregnated hinges not acceptabled. Hinge sizes = 4 ½” x 4 ½” for 1 ¾” thick doors.2. Flush Bolts and Dust Proof Strikesa. Acceptable Manufactures = Ives, Door Controls, or Hagerb. Provide two 12” rods for manual flush bolts for doors 7’6” or less. Provideautomatic flush bolts where required to maintain egress requirements on pairs ofdoors and at labeled doors.3. Exit Devicesa. Acceptable manufacturesi. Wide Style, Push Pad = Von Duprin 98/99 Series, Monarch 18 Series,Precision 2000 Series, or First Choice 8660ii. Narrow Style, Push Pad = Von Duprin 33/35 Series, Monarch 17 Series,or Precision 20 Series.iii. Lever Trim = Von Duprin 996 Series, Monarch 180 Series, or Precision2900C Series.iv. Pull Trim = Von Duprin 990 Series, Monarch Vanguard Series, orPrecision 1700C Series.b. Provide dead-locking latchbolts to insure security.c. Finish: Black Anodized or Dark Bronze Anodized4. Locks & Latchesa. Provide lever handles, complying with ADA and applicable accessibility codes atall locations.b. Acceptable Manufactures Grade 2 Cylindrical = Schlage AL Series NEP, Falcon BSeries Q, or Sargent 7 Line LP.5. One-Sided Deadbolts with Occupancy Indicatora. Schlage B560P single cylinder deadbolt with OS-OCC (Occupied/ Vacant) OutsideOccupancy Indicator.b. Finish: 622 Matt Black.6. Pulls, Pushbars, Push/Pull Platesa. Acceptable Manufactures = Burns, Hager, or Ivesb. Straight Pull = 1” dia., 10” ctc.c. Offset Door Pull = 1” dia. 10” ctc.d. Pull/ Pushbar = 1” dia, 10” ctc Pulle. Offset Pull/ Pushbar = 1” dia, 10” Pullf. Push plate = .050 4” x 16”g. Pull plate = 1” dia, 10” ctc - .050 x 6 x 16h. Finish: Flat Black7. Coordinatorsa. Bar Coordinator = Ives CORxFL, Door Controls 600xFiller, or Hager297Dx297Fb. Mounting Bracket = Ives MB Series, Door Controls AB, C Series, or Hager 297Seriesc. Provide coordinators at all pairs of doors having automatic flushbolts and closerson the inactive leaf, and for pairs of doors having vertical rod/mortise exit devicecombinations with overlapping astragals.8. Closersa. Acceptable Manufactures = LCN 1461, Dor-0-Matic SC80, Sargent 1430/ 143, orFalcon SC81A Rw/PA. 9. Kick Plates and Mop Platesa. Metal 10” high x .050 thick x 2” less than door width. 10. Overhead Stopsa. Heavy Duty Surface Mount = Glynn-Johnson GJ90 Series, Rixson 9 Series, orSargent 590.11. Wall Stops and Holdersa. Wrought Convex or Concave Bumper = Ives, Hager, or Burnsb. Automatic Wall Holder - not used12. Magnetic Holdersa. Acceptable Manufactures = LCN 7850 & 7830, Dorma EM-F24120 & EM-S24120b. Provide where noted in Door Schedule and Hardware Group. Where wallmounted magnetic holders are not feasible to due location of wall on plan,provide overhead hold open “Fire/Life Safety Closer/Holder”. c. Coordinate all magnetic holders with fire alarm system/ electrical contractor.13. Weather-stripping/ Gasketinga. Acceptable Manufactures = Pemko, NGP, or Reese14. Thresholdsa. Saddle Thresholds = Pemko 171, NGP 425, or Reese S20515. Hinge Finger ProtectionNot used16. Finishes a. Butts (interior) F-BLK Flat Black b. Flush Bolts, Exit Devices, Locks and Latches, Misc.: MTBK/622 Matte Blac c. Pulls and Push Plates/ Bars, protective plates, overhead stops, wall stops and holders: MTBK/622 Matte Black d. Coordinators: MTBK/622 Matte Black e. Closers: MTBK/622 Matte Black f. Thresholds: Black Suead17. Keyinga. Acceptable Manufactures = Schlage or Sargent Signatureb. Provide all locks and cylinders utilizing a patented keyway to preventmanufacturing and distribution of aftermarket key blanks by anyone other thanfactory authorized dealers.c. All locks under this section shall be keyed as directed by the owner to a newRestricted Patented Grand Master Key System.d. Keying shall be by lock manufacturer where permanent records shall be kept.e. Furnish (2) keys per cylinder. Actual cut keys as per owner.18. Door Schedule Hardware Group Schedule Group 01 - Function: Exterior Entry Door By Storefront Supplier: 1 1/2 Pair Butts, Closer, Panic Hardware, Pull, Weather Strip, Sweep, Threshold, Electronic Strike. By Hardware Supplier: Keyed Cylinder Group 02 - Function: Vestibule Interior Passage Door By Storefront Supplier: 1 1/2 Pair Butts, Closer, Push, Pull, Wall Stop. Goup 03 - Function: Emergency Egress Only. No Access from Exterior By Storefront Supplier: 1 1/2 Pair Butts, Closer, Panic Hardware, Weather Strip, Sweep, Threshold. Group 04 - Function: Single-use, Toilet Room w/ Dead Bolt Privacy 1 1/2 Pair Butts, Closer, Push, Pull, Dead Bolt w/ Occupied/ Unoccupied Indication. Group 05 - Function: Pair of Interior Passage Doors Ea. Leaf: 2 Pair Butts at 8' doors, 1 1/2 Pair Butts at 7' doors, Closer, Push, Pull, Weather/ Acoustic Stripping, Sweep, Threshold, Wall Stop. Group 06 - Function: Single Interior Passage Door 1 1/2 Pair Butts, Closer, Push, Pull, Weather/ Acostic Stripping, Sweep, Threshold, Wall Stop. Group 07 - Function: Mechanical/ Custodian Room Access 1 1/2 Pair Butts, Storeroom Lockset, Closer, Wall Stop.Key to Door Schedule NotesA. ELECTRONIC STRIKE FOR CONTROLLED ACCESSB. INTERNAL OR EXTERIOR, LARGE-OPENING, FOLDINGDOORSAgenda Page 29
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A0.64918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301DIVISION 03 - Concrete03 10 00 Concrete Forming1. Conform to the requirements of ACI 301, American Concrete Institute, “Specificationsfor Structural Concrete for Buildings”, an ACI 347R, “Recommended Practice forConcrete Formwork”2. Material for concrete forms shall be wood or metal or other approved material. Woodforms shall be sound, clean lumber and free from holes or defects. Exposed concreteshall be formed with smooth, new plywood or steel.3. Carton forms to be biodegradable paper surface, treated for moisture resistance, andstructurally sufficient to support weight of plastic concrete and other superimposedloads.4. Vapor Barrier: as per section 07 27-19. Protect vapor barrier during placing of base fill,reinforcing, and/ or concrete. Repair punctures and tears before placing concrete.03 35 00 Concrete Finishing1. Interior Concrete Slabs to be Trowel finished to comply with ACI 301, Section 11.7.3.Tolerance variation of not more than ¼ inch in 10 feet.2. Exterior Concrete Walks and Miscellaneous Slabs on Grade shall be 4” inches thickunless indicated otherwise. Control joints shall be scored with finishing tool to ¼ depthof slab thickness. Expansion joints where slabs abut building shall be formed with ½inch thick expansion joint filler, caulk after concrete has cured for 7 days. Broom finish.3. Curbs and Gutters as per Civil Plans and Specifications.DIVISION 5 - METALS05 ?? ?? Misc MetalsDIVISION 6 WOOD AND PLASTIC06 41 16 Architectural Woodwork & Cabinets1. Includes:a. Custom fabricated laminated wood casework with hardwood and laminatedwood door and drawers faces.b. Custom fabricated laminate faced panels, ledges, trim, wall caps, decorativepanels, mail slots, and shelves as shown on the drawings.c. Post formed plastic laminated faced counter tops.i. Equal to VT Industries “Waterfall Edge”, ½ Radius Edge.1. 25 ½” Kitchen / Vanity2. Single Roll/ Bar profile at window stool locations.ii. Integral 4” Nominal (2 31/32”) backsplash.iii. Field assembled & installed 4” nominal sidesplash(s)iv. Field or factory installed Laminate exposed edge finish.v. Provide 4” front and side(s) valance (skirt) at all counters spaces wherethe area below a sink/ lavatory is open.2. Core Board shall be any of the followings products conforming to AWI Custom Gradea. Industrial grade particleboardb. Solid lumber core.c. Plywood.d. No added Formaldehyde. 3. Plastic Laminate Finish Face to be premium grade plastic laminate conforming to NEMALS-3-GP-50, Grade (0.42 inch thick). a. Acceptable manufactures includei. Formica, Micarts, Nevamar, Wilsonart, Pionite.b. Color to be selected by Architect from standard palette.4. Plastic Laminate Interior Face to be Backer sheet, BK-20 (0.20 inch thick) of samemanufacturer as face laminate.5. Hardwood and Lumber Veneers. Exposed surfaces such as doors, drawers, frontframes to be plain sliced Maple. Semi exposed surfaces to be compatible species.6. Casework Hardwarea. Adjustable shelf standards to be Knape and Vogt No. 255 brackets; Knape andVogt No. 256 Recess mount into divider and ends. Adjustable 5mm shelf pegsand drilled support holes is an acceptable substitution.b. Drawer slides to be Knape and Vogt MuV or MuV34 Soft-Close Drawer Slides.c. Hinges shall be Blum 120 Degree Cliptop Full Overlay/ Self Closing clip on styleEuropean hinges. Nickel finish.d. Catches for unlocked 3/4 inch casework doors to be Stanley No. 41e. Catches for locked ¾ inch casework to be Ives No. 325 xx a92f. Door and drawer pulls to be Liberty Bauhaus 3 in. (76mm) Stainless Steel BarPull7. Fabricationa. All casework to comply with the American Woodwork Institute (AWI) CustomGrade, flush overlay construction.b. Cabinets shall be constructed with either face frames or frameless boxconstruction.c. Box construction to be no less than ¾ inch thick for components except forback (against wall) may be ¼ inch thick.d. Flush, laminate doors and drawer faces shall be used elsewhere unless noted onthe plans.e. Drawer sides back and subfront to be no less than ½ inch thick core materialwith exposed edges sealed with self-edged laminate. Drawer bottom no less than¼ inch thick hardboard or plywood. Drawer fronts to be no less than ¾ inchesthick, flush overlay construction of laminated or solid wood. Provide GP-50vertical grade plastic laminate at exposed sides and ends.f. Edging on cabinet edges, door edges, and drawer edges may be laminate or .018matching PVC.06 64 00 Plastic Sanitary Wall Paneling 1. Class A fire rated, fiberglass reinforced polyester panels, not less than 3/32” thick complying with Minnesota Health Department, USDA, FDA, and ULrequirements for use in food service sanitary wall locations. 2. Acceptable product and manufacturer: Fire X Glasbord PLUS by Kemlite Corporation Structoglas Standard Panels by Sequentia, Inc. 3. Accessories such as adhesive, sealant and trim accessories shall be as permanufactures recommendations and shall match color of panel. 4. Color to be selected by Architect from manufacturer’s standard palette.DIVISION 07 - Thermal & Moisture Protection07 21 13 Board Insulation1. Extruded Polystyrene Board Insulation.2. Approved Product and Manufacturer to be “Styrofoam” by Dow Chemical Co. orapproved equal. 3. Foundation Perimeter: (1) layer, 2”x48”x96” with a total R-Value of 10.07 21 16 Blanket Insulation1. Unfaced Glass Fiber Insulationa. Formaldehyde-free fiber glass building insulation made of long, resilient glassfibers bonded with and acrylic thermosetting binder.b. Precut or rolled product.c. R-Value for 2x6 stud framing shall be 20 minimumd. R-Value for 2x8 stud framing shall be 25 minimum2. Sound Attenuating Insulationa. Formaldehyde-free fiber glass building insulation made of long, resilient glassfibers bonded with and acrylic thermosetting binder.b. Full stud cavity. Provide width to ensure snug fit between and into studs.c. Install as pre manufacturer recommendations.d. Schedule: all interior walls shall have Sound Attenuating Insulation.07 62 00 Sheet Metal Wall Panels, Roof Panels, & Flashing 1. Includes Prefinished metal:c. Cap flashing, drip edge flashing, reglet flashing, down spout, roof scupper etc.i. Sheet Metal: ASTM A446, 24 gauge, galvanized, Grade A, G90 coating;primed and finished one side with fluorocarbon coating, and washed coaton back side.1. Approved manufactures:a. PACladb. Firestone Metal Productsii. Finish: Conform to AAMA 605.2, with no less the 70 percent AtochemKynar 500 or Ausimont Hylar 5000 polyvinylide fluoride resins.iii. Color : “Matte Black SR” (Una-Clad/ Firestone)d. Roof eave gutters and downspouts. i. Continuous seamless guttters to the profiles, dimensions, lengths shown on the plans. ii. Open and closed face downspouts. Rectangulare profile with dimensions, bends/ offsets, and boxed lead headers as shown on the plans.e. Fascia and Soffits:i. Approved Manufacturer: Edco Products, Inc.ii. Quad Soffit Panel: 16” x 12’-0”, Full Vent Panels eave overhangs, Non-vented at rake/gable locations, Nominal .019” aluminum, Entex PaintSystem finish,iii. Steel Fascia: 6” w X 10’-0” long X 29 Ga. thick, with stiffening ribs &woodgrain texture.iv. Color: To match “Black” (Edco)07 46 46 Fiber Cement Siding & Trim1. Exterior siding shall be LP Smart Siding. a. HardiePanel Cedarmill: 5/16” thick, 4’ x (8’, 9’, or 10) lengths. i. Panel locations and board portion of simulated board and batten locations.2. Trim: a. LP SmartTrim. Sizes noted on the drawings.b. Sizes (16' Lengths):i. 1” X 1 1/2” Battens (2” nominal)ii. 1” x 3 ½” Door, Wdw, and Corner Trim (4” nominal)iii. 1” X 5 ½” Door, Wdw, and Corner Trim (6” nominal)iv. 1” X 11 ¼” Horizontal Frieze Boards (12” nominal)3. Finish:a. Painted Finish: Simulated board and batten siding, and siding pannels and trimshall be factory primed and field painted after installation, caulking, nail hole filled,etc..4. Install all siding, trim, and accessories as per the manufactures recommendations. 07 53 23 Thermoplastic (TPO) Roofing ????????????????????????????1. Full Adhered, .060” thick, single membrane adhered to rigid insulation.2. Insulation: tapered and flat equal to Firestone ISO 95+ GL rigid insulation mechanicallyfastened to metal roof decking.3. Minimum 20 year manufacturers warranty4. Accessories: provided termination bars, flashing, pipe boots, roof drains, etc. as requiredfor a complete warranted assembly.5. Color : GREYDIVISION 08 - Openings08 11 16 Aluminum Flush Doors & Frames (Optional)1. In liue of style & rail aluminum doors w/ insulated panels, the general contractor mayprovide (at their own descretion) FRP/ Aluminum Hybred Door eq. to Special-Lite, Inc.SL-16 Aluminum Flush Door.2. Door. 1 3/4" Thickness, Aluminum face sheets .062" thick architectural-quality 5005alloy in a smooth finish or embossed finish, full urethnd foam core.3. Frame. Thermally broken, 6063 aluminum alloys, 2" x 4 1/2" SL-450TB with nominalthickness of .0125".4. Finish. Architectural Class I anodic coating #20 Clear08 12 02 Hollow Metal Frames ?????????????????????????????1. Non rated, prefinished Knock-down door frames and interior borrow lite windowsdesigned for installation after completion of partition construction.2. Approved Manufacturer shall be Timely Industries “Timely Prefinished Steel DoorFrames”3. Casing to be snap-on construction applied after installation of frame with miteredcorners and joints. Profile to be “Timely” TA 30 Colonial Steel Casing.4. Provide steel reinforcing hinge plates and adjustable strike and door silencer.5. Finish to be factory baked-on polyester base paint applied to coil form. Color to beselected from manufactures standard pallete.6. Provide throat thickness to accommodate varying wall thicknesses such as 2x4 and 2x6stud framing with 5/8” gypsum board (4 ¾” & 6 ¾”).08 12 16 Aluminum Swinging Entrances1. Provide custom, swinging, style and rail aluminum doors and frames.2. Approved manufacturers and product CMI Architectural Products, 452 Wide StileDoors.3. Frame, thermally broken 1 ¾” x 4 ½”,4. Door stile and rail face dimensionsa. Stiles 4 1/2”b. Intermediate and top rail 4 1/2”c. Bottom rail 10” ADA approved bottom rail.5. Provide hinges, closer, overhead stop by door manufacturer/ supplier.6. Cylinder or panic hardware by Section 08 71 00.7. Finish to match be Architectural Class I anodic coating #20 Clear8. This section shall provide all hardware as noted in Hardware Groups. See Section 08 7100 for Hardware Groups.9. Provide 1” insulated flush panel(s) at doors noted as such.08 14 16 Flush Wood Doors1. Approved Manufactures are VT Industries, Eggers Industries, Algoma, or Marchfield.2. Solid Core, wood non-rated doors. WDMA “Premium Grade”/ AWI “Custom Grade”.Extra Heavy Duty Level. 3 Ply Construction3. Facinga. Laminate Faced: All sides, clad in horizontal grade standard pressure decorativelaminate meeting or exceeding NEMA Standards LD3, Type HGS, with Type 1adhesive containing no added urea-formaldehyde. Wood grain laminate colorpallet to be presented for selection by architect.4. Glazing and metal vision frames in doors (as noted on plans) shall be by doormanufacturer and shall be prefinished prior to installation on the door.08 80 00 Glazing1. Provide flat glass, clear insulating glass, tinted insulating glass, tempered and non-tempered as noted on Frame Types.2. Flat Glass. Comply with ASTM C1036; q3, Glazing Select quality, unless otherwiseindicated. Provide tempered and heat strengthened glass to comply with ASTM C1048.3. Insulating Glass Units. Dual seal insulating glass, certified by the Insulating GlassCertification Council (IGCC) to Level CBA in compliance with ASTM E773, and E774.One inch thick units shall be ¼” thick, clear float glass each side and ½” inch air space.Provide Low E film and Argon Glass. Temper as per Frame Types and where requiredto comply with safety code requirements.4. Mirrorsa. To be ¼ inch thick, tempered, q1. Silver and electrocopper plate, coated withorganic protective coatingb. Stainless steel frame.5. Schedule:a. All exterior glass to be, dual pane, clear Low-E tinted unless noted otherwise.DIVISION 10 - Specialties10 28 00 Toilet & Bath Accessories1. To be provided under this contract.a. Grab Bars equal to Bobrick B-6806 Series. Sizes and layout as noted on plans.b. Welded Framed Mirrors equal to Bobrick B-290 24”x36” where noted on theplans.2. N.I.C, To be provided by Ownera. Soap Dispenser, Hand Towel Dispenser, & Toilet Paper Dispenser3. Provide solid wood blocking as required for all grab bars and all owner suppliedaccessories at locations. See interior elevations. 4. Schedule:a. Grab Bars: Accessible Toilet Roomsb. Mirrors: At each lavatory in all lavatory & toilet rooms.c. Soap Dispenser: At all toilet room lavatories, classroom hand sinks, & kitchenhand sinkd. Hand Towel Dispenser: One at each room with hand sink or toilet roomlavatory.e. Toilet Paper Dispenser: One at each water closet (toilet) 0 44 13 Fire Extinguisher Cabinets1. This contract shall provide Semi-recessed Fire Extinguisher Cabinets.a. Welded steel construction, with break glass steel door configurations.b. Finish to be baked enamel, white.c. Acceptable manufacture and product equals J.L. Industries, Ambassador Series,Model 1015 with break glass door.2. Fire extinguishers (located in cabinets) and wall hung fire extinguishers will be providedand installed the by Owner. Contractor to provide and install Fire Extinguisher Cabinetonly.3. Schedule - see Architectural plans for locations.a. Type “FEC” - Fire Extinguisher with Semi-Recessed Cabinet.b. Type “FEX” - Wall hung (from bracket) Fire ExtinguisherDIVISION 11 - Equipment11 31 00 Residential AppliancesBy owner. Division 26 shall provide power to appliances shown on the plans. Division 22 shallprovide icemaker water line to refrigerator in Break Room 140.DIVISON 12 - Furnishings12 36 61 Quartz Countertops (Altrenate) 1. Eq. to Cosentino, USA Silestone or Cambria 2. Quartz aggregate, resin, and color pigments formed into flat slabs 3. Hue/ Color from manufacturers standard pallette 4. Style to be natural granite or natural marbled. 5. Thickness to be 1.18 " (30 mm).DIVISION 21 - Fire SuppressionThis building is required to be fully sprinklered. Provide a design-build fire sprinkler system tomeet all applicable codes. DIVISION 22 - Plumbing22 05 00 Common Work Results for Plumbing1. This is a design-build plumbing contract. It shall be the responsibility of the plumbingcontractor to design a system to serve the plumbing fixture layout as shown and tomeet all applicable codes. Required state and municipal; approvals shall be under theplumbing contractor’s scope of work. All costs associated with a complete systemdesign, materials, fixtures, faucets, drains, and installation shall be included in the bidprice. All cutting, patching, fire stopping, caulking, etc. associated with this work shall beincluded. 2. Key to Plumbing Fixtures Schedule:d. P-1 Wall-hung Vitreous China hand sink. 20 1/2" x 18 1/4" overall size. 15"w x10" (front to back) x 6 1/2" deep bowl size. Eq. to American Standard "Lucerine".Single lever faucet with aerator. 1 gpm flow rate max.e. P-2 Stainless Steel, Double bowl, counter drop-in sink. Eq. to Dayton StainlessSteel 25" x 19" x 6-5/16" Equal Double Bowl Drop-in Sink. Model D22519. Singlelever faucet with aerator. 1 gpm flow rate max.g. P-3 18" Adult Accessible Water Closet. Floor mounted, tank type, Eq. toAmerican Standard, Cadet Right Height. 16 1/2" bowl height/ 18” seat Ht.(1.6gpf/6.0Lpf). White in color.i. P-4 16 1/2" Water Closet. Eq. to American Standard, Cadet Pressure 3 Toilet.Floor Mounted, Tank Type. 15" bowl height, 16 1/2" seat height. White in color.j. P-5 Double Bi-Level Electric Water Cooler w/ Bottle Fillinh Station. Eq to ElkayLZSTL8WSLP ezH20 Enhanced Bottle Filling Station, Bi-Level, Refrigated,Filtered, Lt Graay, 51300C. ??????? UNDERMOUNT????????? k. P-6 Floor Mounted Mop Sink, Mop Service Basin, Eq. to Zurn Z-1996-36, 36” x24”x10”, intergrally Mold. White in color.l. P-7 (4) HANDWASH SINK ???????????????????3. Plumbing Fixture Schedule (by room): As shown on Enlarged Plans.4. Other Plumbing Requirements:a. Provide floor drains where indicated on the plans.b. Provide (4) exterior hose bib, (1) each side of the building. Provide frost proof,with lock-out cover.c. All piping exposed below open hand sinks shall be insulated to prevent scalding perapplicable accessibility codes.DIVISION 23 - Heating, Ventilating, and Air Conditioning (HVAC)23 05 00 Common Work Results for HVAC1. See HVAC drawingsDIVISION 31 - Earthwork31 5 00 Common Work Results for Earthworka. See Civil Drawings and specifications.31 23 00 Excavation & Fill1. Fill under concrete slabs shall be clean & free from debris & other deleterious material.Fill shall be compacted to a density of at least 90% of standard proctor maximum drydensity (ASTM D1557). Contractor shall verify after construction minimum 2,500 PSFbearing capacity.2. Footings shall bear upon undisturbed soil or upon soil compacted to a density of atleast three feet below the base of the footing.3. See Civil Drawings and SpecificationsDIVISION 33 - Site UtilitiesIt shall be the responsibility of the G.C. and applicable subcontractors to coordinate andassure proper installation of all site utilities as required to serve the building. This includesWater, Sanitary Sewer, Storm Sewer, Natural Gas, Power, and Phone/ Data.DIVISIONS 32 - 35 See Civil Engineer Drawings & SpecificationsAgenda Page 30
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A1.14918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301D114AD100CD114BD111D112D108BD105D106D1074' x 7'-2" 4' x 7'-2"D108AD100BD100AD109A4' x 7'-2"4' x 7'-2" 4' x 7'-2"4' x 7'-2"D110D103D102D101D109BD109CAABBCCDDEEFF11101077KKGGHHIIJJVVOOQQFFLLNNPPRRTT22558844SS99UU6633MM#DrgID#LayID#DrgID#LayID1A0.34A0.32A0.31A3.11A3.13A0.32A3.22A3.21A3.21A3.21A3.31A3.32A5.13A5.11A6.2168' (Proposed 2025 Addition)0"0"-2'-6"-2'-6"-523'10'-3" 18'-2"11'-7"16'-3"23'-9"4'-1"27'-10"9'-1"24'29'-9"40'41'47'121'-2'-6"-522'21'21'17'-6"18'-6"9'25'25'14'6'21'50'50'Original 1999 Building = 12,084 SF2015 Addition = 12,000 SF2025 Addition = 15,072 SFTotal = 39,156 SFF Occupancy200 / SF Occupant Load -Manufacturing Areas39,156/200 = 19598 Men and 98 Women(3) Men Toilets and (3) Women Toilets RequiredExistingManufacturing001Manufactureing100A: 11,474 sq ftRamp113A: 256 sq ftBreak109A: 2,480 sq ftUnisex112A: 35 sq ftMech110A: 75 sq ftVestiblue108A: 62 sq ftManufacturing114A: 1,423 sq ftUnisex103A: 63 sq ftUnisex105A: 64 sq ftUnisex106A: 34 sq ftUnisex107A: 34 sq ftUnisex102A: 34 sq ftUnisex101A: 34 sq ftHallway104A: 137 sq ftUnisex111A: 35 sq ftD100B4'-6" X 4'-6"4'-6" X 4'-6"4'-6" X 4'-6"4'-6" X 4'-6"4'-6" X 4'-6"D201AD200BD200AD200CAABBCCDDEEFF11101077KKGGHHIIJJVVOOQQLLNNPPRRTT22558844SS99UU6633MM#DrgID#LayID1A0.34A0.32A0.31A3.11A3.13A0.32A3.22A3.21A3.21A3.21A3.31A3.32A5.13A5.11A6.24'-9" 4'-6"7' 4'-6" 8'-10" 4'-6"10'-6" 4'-6"3' 4'-9" 4'-6" 4'-9"1'4'-9"3'-4"8'-10" 8'7'50'20'6'20'Exist. Mezzanine200Mezzannine201A: 2,226 sq ftMezzannine200A: 2,226 sq ftNNSCALE: 1/16" = 1'-0"1First Story Floor Plan0 8' 16'32'SCALE: 1/16" = 1'-0"2Mezzanine0 8' 16'32'EXISTING BUILDINGSHOWN SHADED ASSUCH.TRUE NORTHPLAN NORTHAgenda Page 31
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A1.24918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301D114AD100CD114BD111D112D108BD105D106D1074' x 7'-2" 4' x 7'-2"D108AD100BD100AD109A4' x 7'-2"4' x 7'-2" 4' x 7'-2"4' x 7'-2"D110D103D102D101D109BD109CFF2A1.41A1.41A1.5168' (Proposed 2025 Addition)0"0"-2'-6"-2'-6"-54' 4' 4'4' 4' 4'3'-4"2'-4"10'12'12'-4"4' 4'32' 8'2'12'66'9' 17'4' 10'1'-2"28'-1"28'-1"28'-1"28'-1"6'-6"50'50'24'-4"6'8"2'-4"1'8"7'-1"7'-1"6'-5"43'-5"1'6'-10 1/4"3'7'-2"22'-10"30'20'-8"11'-4" 10'-3 1/2" 6'-1/8" 7'-7" 6'38'-1 3/8"23'10'-3"18'-2"11'-7"16'-3"23'-9"4'-1"27'-10"9'-1"24'29'-9"40'41'47'121'3' 10'23'64'36'4'-7"9'-11"16'-2'-6"-510'-3" 5'-10" 5'-10"22'21'21'17'-6"18'-6"9'25'25'14'6'21'6'20'112'-4"50'50'8"3 5/8"6'-3"36'3'-3"7'-11" 6'-7"6'-6"1 1/2"6'-4 1/2"3'3'3"1 1/2"(32) Lockers(14) Lockers(14) Lockers(60) Total Lockers(12) 8 Person Table s = 96 CapacityExistingManufacturing001Manufactureing100A: 11,474 sq ftRamp113A: 256 sq ftBreak109A: 2,480 sq ftUnisex112A: 35 sq ftMech110A: 75 sq ftVestiblue108A: 62 sq ftManufacturing114A: 1,423 sq ftUnisex103A: 63 sq ftUnisex105A: 64 sq ftUnisex106A: 34 sq ftUnisex107A: 34 sq ftUnisex102A: 34 sq ftUnisex101A: 34 sq ftHallway104A: 137 sq ftUnisex111A: 35 sq ftNNSCALE: 1/8" = 1'-0"1Enlarged Plan - First Story - 2025 Addition0 4' 8'16'SCALE: 1" = 50'2First Story - Key Plan0 20' 50'100'TRUE NORTHPLAN NORTHAgenda Page 32
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A1.34918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 553012A3.22A3.21A3.21A3.21A3.31A3.32A5.13A5.11A6.248'30'60'30'168'100'48'30'60'30'12"x12" THRU WALL ROOF SCUPPER TRO A12"W X 6" OPEN FACE DOWNSPOUT12"x12" THRU WALL ROOF SCUPPER TRO A12"W X 6" OPEN FACE DOWNSPOUTEXIST. ROOFNEW ROOF: FULLY ADHERED 60MIL TPO OVER R30 RIGID INSULOVER MTL DECKINGDEMO EXIST PRE-FINMTL PARAPE CAPFLASHING ANDPROVIDE NEWNEW PREFIN MTL CAP FLASHING - TYP.12"x12" THRU WALL ROOF SCUPPER TRO A12"W X 6" OPEN FACE DOWNSPOUT12"x12" THRU WALL ROOF SCUPPER TRO A12"W X 6" OPEN FACE DOWNSPOUTCANOPY BELOW CANOPY BELOW CANOPY BELOWSLOPED ROOF STRUCTURE DOWN 1/4":1'SLOPETRUSSS L O P E
T R U S S SLOPED ROOF STRUCTURE DOWN 1/4":1'SLOPETRUSSS L O P E
T R U S S SLOPED ROOF STRUCTURE DOWN 1/4":1'SLOPETRUSSS L O P ETRU S S
SLOPED ROOF STRUCTURE DOWN 1/4":1'S L O P E
T R U S SSLOPE TRUSSSLOPED ROOF STRUCTURE DOWN 1/4":1'S L O P E
T R U S SSLOPE TRUSSSLOPED ROOF STRUCTURE DOWN 1/4":1'S L O P ETRU S SSLOPE TRUSSNNSCALE: 1/8" = 1'-0"1Roof Plan0 4' 8'16'TRUE NORTHPLAN NORTHAgenda Page 33
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A1.44918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301D108BD108AD109CFF54634A8.15A8.15A8.11A6.22A6.21 1/2"2'1'-10 1/2"4'1 1/2"0 3/4"11'-7 1/2"0 3/4"1 1/2"1 1/2"2'1'-10 1/2"4'1 1/2"0 3/4"11'-7 1/2"0 3/4"1 1/2"11'9'3 5/8"3'-3"7'-11"6'-7"6'-6"1 1/2"6'-4 1/2"3'3'3" 1 1/2"Vestiblue108A: 62 sq ftD105D106D107D103D102D1017A8.18A8.15A6.16A6.10"0"-2'-6"6'8"2'-4"8"7'-1"7'-1"6'-5"11'-4"2'-8 3/8"7'-7 1/8"6'-1/8"7'-7"6'4 1/4"1'-6 1/4"4'-3 3/8" 3'-9 1/2"3 5/8"3 5/8"1'-3"4'-3 3/8"3 5/8"4'-3 3/8"1'-3"10'-3"5'-10"5'-10"8"4'-8"7'-2"30'4 5/8"Unisex103A: 63 sq ftUnisex105A: 64 sq ftUnisex106A: 34 sq ftUnisex107A: 34 sq ftUnisex102A: 34 sq ftUnisex101A: 34 sq ftHallway104A: 137 sq ftNNSCALE: 3/8" = 1'-0"1Enlarged Plan - Break02'4'6'SCALE: 3/8" = 1'-0"2Enlarged Plan - West Toilets02'4'6'SCALE: 1" = 50'3First Story - Key Plan0 20' 50'100'TRUE NORTHPLAN NORTHAgenda Page 34
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A1.54918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301D114AD114BD111D112D109AD110D109BD109C6A8.11A6.13A6.14A6.17A6.1-2'-6"-53'-4" 2'-4"12'-4"2'-3 3/8"6' 2'-3"5'-5 5/8"30'-2'-6"-521'17'-6"8" 3 5/8"6'-3"9' 6'9'-6"6'6'24'-6"36'3 5/8"6'-3"5'-6"4'-7"6'-9 1/2"3 5/8"1'-6" 4'-9 1/2"2 3/8"Ramp113A: 256 sq ftUnisex112A: 35 sq ftMech110A: 75 sq ftManufacturing114A: 1,423 sq ftUnisex111A: 35 sq ftNNSCALE: 3/8" = 1'-0"1Enlarged Plan - East Toilets & Ramp02'4'6'SCALE: 1" = 50'2First Story - Key Plan0 20' 50'100'TRUE NORTHPLAN NORTHAgenda Page 35
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A2.14918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301AABBCCDDEEFFGGHHIIJJKKOOPPTTSSNNRR1A2.2119'-11 7/8"120'(21) 8' WIDE PANELS = 168'20'-8"-5'-8'-6"0"-2'-6"-5'-4"-6'-2'-6"-8'-6"-5'20'-8"(3) 8' PANELS = 32' 8'(10) 8' PANELS = 80'8' (5) 8' PANELS = 40'-6'-7'-3"KKJJIIHHGGFFEEDDCCBBAATTPPOOSSRRNNVVUUQQMMLL2A2.2(21) 8' WIDE PANELS = 168'20'-8"18'0"-3'-4"-4'-8"-6'-8'-6"(2) 8' PANELS = 16'(18) 8' PANELS = 144'8'-5'-2'-6"-7'-3"3'-6"5' 13'-4" 7'-4"25'-8"71025489361A2.5(12) 8' WIDE PANESL = 96'4'-2'-6"-5'-8'-6"-8'-6"-8'-6"-5'-2'-6"0"9'-8"1'-8"8'25'-8"16'-4"13'-4"20'-8"-5'13'-4"20'-8"100'0"-5'5'2'-6"7'-2"9'-8"2' 4' 2' 2' 4' 2' 8' 2' 4' 2' 2' 4' 2'SCALE: 1/16" = 1'-0"1South Exterior Elevation - Overall0 8' 16'32'SCALE: 1/16" = 1'-0"2North Exterior Elevation - Overall 0 8' 16'32'SCALE: 3/16" = 1'-0"3East Exterior Elevation - Second Add04'8' 12'PRE-FIN MTLPARAPET CAPFLASHINGEXPOSEDAGGREGATE,PRECAST CONCPANEL FINISH WSCORES AT 2' X2' AS SHOWN.EXPOSED AGGREGATEPRECAST CONC.STANDARD 2" RAKE8" EXPOSEDAGGREGATE PRECASTCONC. SMOOTHACCESS BANDEXPOSED AGGREGATEPRECAST CONC.SMOOTH - VERTJOINTS @4' O.C.EXPOSED AGGREGATE PRECASCONC. W/ 16" x 8" RUNNINGBOND STAMP AS SHOWNSUFACE-MOUNTED LED WALLPACK LIGHTINGSUSPENDED STL CANOPY-1" STL RODS, 8"X2" STL TUBESTRUCTURE W/ 1 1/2" MTLDECKING. PREFIN MTL ROOFEDGE AND TPO MEMB OVER 1"RIGID INSUL. PAINT METALICSILVERCANTILEVERE CANOPIES -8" X 2" STL TUBE STRUCTUREW/ 1 1/2" MTL DECKING ANDPREFIN MTL EDGE AND TOPMEMB OVER 1" RIGID INSUL.PAINT METALIC SILVERBLACK ANODIZED ALUMINUMSTOREFONT WDWSBLACK ANODIZED ALUM STOREFRONT ENTRYPAINTED PRECAST CONC. PANELSSTEEL FORMED PRECAST Agenda Page 36
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A2.24918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301KKOOPPTTSSNNRR1A2.41A2.3(21) 8' WIDE PANELS = 168'20'-8"-5'-8'-6"0"-2'-6"-5'-4"-6'-2'-6"-8'-6"-5'20'-8"4'-8"14'-4"4'-8"9'-6"0"8'-8"9'-4"13'-4"20'-8"(3) 8' PANELS = 32'8'(10) 8' PANELS = 80'8'(5) 8' PANELS = 40'-6'-7'-3"-2'-6"4'-8"KKTTPPOOSSRRNNVVUUQQMMLL(21) 8' WIDE PANELS = 168'20'-8"0"-3'-4"-4'-8"-6'-8'-6"8'(2) 8' PANELS = 16'(18) 8' PANELS = 144'8'-5'-2'-6"-7'-3"3'-6"5'13'-4"7'-4"8'-8"8"4' 7'-4"SCALE: 1/8" = 1'-0"1South Exterior Elevation - Enlarged 2025 Addition0 4' 8'16'SCALE: 1/8" = 1'-0"2North Exterior Elevation - Enlarged 2025 Addition0 4' 8'16'SCALE: 1/8" = 1'-0"3West Exterior Elevation0 4' 8'16'12"X12" THRU-WALLSCUPPER12" W X 6" DEEP OPEN-FACEDPREFIN MTL DOWNSPOUTPAINTED PRECAST CONC. PANELPAINT PRECAST CONC. PANELSMOOTH STEEL FORMEDPAINTED PRECAST CONC. PANELSSMOOTH STEEL FORMEDINSUL. SIX-FOLD DOORS12'X12'Agenda Page 37
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A2.34918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301KOPN0"-2'-6"-5'-4"-6'20'-8"(3) 8' PANELS = 32'8'12'7'-2"5'-6"8'8'1'-8"1'-6"8'1'-6"11'7'-2"8"9' 6'-4"12'4"4"4"8"2'-6"8'-8"4'7'-4"SCALE: 3/8" = 1'-0"1Partial South Exterior Elevation02'4'6'NOTE: SEE SHEET A2.2 FOR EXTERIORWINDOW TYPES W?Agenda Page 38
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A2.44918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301TTSS20'-8"-5'-8'-6"-5'8'(5) 8' PANELS = 40'9'-8"9'-8"7'-2"2'4'2' 2'4'2'8'8'8' 1'-8"4"4"4"9'-8"8"6'-4"9'1'-6"8'1'-6"11'2'12'12'-1"26'-1"SCALE: 3/8" = 1'-0"1Partial South Exterior Elevation02'4'6'Agenda Page 39
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A2.54918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 553017586(12) 8' WIDE PANESL = 96'-8'-6"5'13'-4"7'-4"-5'13'-4"20'-8"3'-6"5'8'-8"8"4'7'-4"2' 2' 2'1'-4"2' 2'100'10'10'8'8'8' 1'-8"8'2'4'2' 2'4'2'1'-6"8'1'-6"11'9'-8"8"9' 6'-4"SCALE: 3/8" = 1'-0"1Partial East Exterior Elevation02'4'6'Agenda Page 40
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A3.14918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301AABBCCDDFFGGHHIIJJKKPPQQRRTTSSOO2A3.120'-8"20'-8"19'-8"18'-7"-2'-6"0"8'6'-11"10"3"10'-8'-6"-5'-8"3"8"2'-6"TTSS20'-8"19'-8"18'-7"-2'-6"0"8'6'-11"10"3"10'-8'-6"-5'-8"3"8"2'-6"KKPPOO20'-8"SCALE: 1/16" = 1'-0"1Building Section - Mold Tech W/E0 8' 16'32'SCALE: 3/16" = 1'-0"2Building Section - Mold Tech W/E 2015 Addition04'8' 12'FULLY ADHRED 60 MIL TPOOVER R-30 RIGID INSULOVER 1 1/2" MTL DECKINGOVER SLOPED (PARRALLEDCORD) STL BAR JOISTTYP EXT WALLS- EQ. TOFABCON VERSA-CORE 12"PRECAST WALL PANELMEZZANNE FLOOR STRUCT:3" CONC. TOPPING OVER 10"HOLLOW COREP PRECASTCONC. PLANKSCONT. PRECASTWALLS DOWN TO FTGCONT CONC. FTG.INT FLOOR AT BREAK ROOM TOBE 4" REIF CONC. OVER VAPORBARRIER OVER 6" GRANULAR FILLINT FLOOR AT MANUFACTURING TO BE 8" RIENF CONC. OVERVAPOR BARRIER OVER 6" GRANULAR FILLPOUR'D IN PLAC CONCRETE RAMP 8" CONC SIDE WALL FOR RAMP. STOP 8"ABOVE RAMP FINISHAgenda Page 41
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A3.24918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301710254893620'-8"-3'-4"-8'-6"-5'-7'-3"8'6'-11"1'4'-6"4'72'-3"4'8'-9"5'-6"20'-8"18'-8"8'-5" +/-2'10"8"2'10"10"3"11'-11"19'-9"18'-8"2'-8"4'-6"4'-6"171025489W18 X 76W18 X 7618'-8"19'-9"18'-8"20'-8"50'50'100'0"-2'-6"-6'18'-11 1/4"SCALE: 3/16" = 1'-0"1Building Section Mold Tech N/S 2nd Add B04'8' 12'SCALE: 3/16" = 1'-0"2Building Section Mold Tech N/S 2nd Add04'8' 12'DEMO EXIST CMU AS REQ'D FOR NEWOPENING. PROVIDE NEW LINTEL PERSTRUCTDEMO EXIST CMU AS REQ'D FOR NEWOPENING. PROVIDE NEW LINTEL PERSTRUCTFREE-STANDING CRANECONT. NEW STUDWALLS UP TO BOT.OF ROOF DECKAgenda Page 42
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A3.34918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 553011075284963-8'-6"-2'-6"8'8'18'-8"19'-9"20'-8"18'-8"5'-8 1/4"16'-1/2"4'-6"1'4'-6" 4'81'4'1'2'10"3'-2"2'10"3'-2"2'-8"4'-6"7'-2"SCALE: 3/16" = 1'-0"1Building Section Mold Tech N/S Looking East04'8' 12'Agenda Page 43
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A5.14918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 553011 3/4"3 1/2"1 1/2"2 5/8"4 3/4"3 1/2"2"1"3" 3"6"1'3"1'-3"9'4'-1"3'-1"3"9"1'6"3" 3"8"4'-1"8"2"2"4 5/8"3 1/2"1 7/8"4"1'3"8"2"1'10" 3"4"3 5/8"SCALE: 1 1/2"= 1'-0"1Door Threshold06''12'' 18''SCALE: 1" = 1'-0"2Section @ Suspended Canopy0 6'' 1'2'SCALE: 1" = 1'-0"3Section @ Small Canopy0 6'' 1'2'SCALE: 1 1/2"= 1'-0"4Detail - Threshold @ Ramp06''12'' 18''SCALE: 1 1/2"= 1'-0"5Detail @ Plank Brg06''12'' 18''SCALE: 1 1/2"= 1'-0"6Detail - Cap @ Exist Roof06''12'' 18''CONC. STOOP PER STRUCTALUM THRESHOLDSET IN FULL BED OFSEALANTTREAT'D 2X BUCK1 1/2" RIGID INSUL. THERMALBREAKLAP SUB-SLAB VAPOR BARRIERDOWN FDN WALL AND CAULK/SEAL1/2" ROD STL. ANCHOR PLATE1/2" X 8" X 8" STL BRG PLATE1" STL SUSPENSION RODTYP PRECAST WALLPREFIN REGLET FLASHING CUT INTOPRECAST AS SHOWN.ROOF MEMB FLASH UP FACE OF WALL -1' MIN.ROOF MEMB OVER 1" RIGID INSUL OVER1 1/2" MTL DECKING2"X8" TUBE STL FRAMEPREF MTL CURB FLASHINGOVER ROOF MEMBPREFIN MTL KEEPER2X6X CONT. CURB4"X4"X1/4XCONT STL ANGLEAgenda Page 44
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A6.14918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 553014A5.15A5.1SEE FND PLAN-5'3"5'-3 5/8"30'-2"8"2'-6"1'4"3'1'1'1:12 Slope-2'-6"8"8"6A5.10"11 5/8"30'4"12'1'1:12 Slope-2'-6"6"8"2'-6"3 3/4"0 1/2"3 3/4"3"6'-5"11"11"11"11"11"3"1"(5) 6" R =2'-6"6"6"8"SEE FDN PLAN1'-5 5/8"11"11"11"10 7/8"5 7/8"5'-1 1/2"2"2"10"(5) 6" R =2'-6"4"1'-2"4'-11 1/4" 1'3'-3'-4"11 5/8"7'-2"2'-6"0"2'-5 3/8" 4'-7 5/8"3'3'1'-10 5/8"11"11"11"11"11"6'-5 5/8"2'-6"4"6'-3"8"6"8"VARIRES-5'-8"-5'-2'-6"-5'SCALE: 3/8" = 1'-0"1Section @ Ramp - East02'4'6'SCALE: 3/8" = 1'-0"2Section @ Ramp - West02'4'6'SCALE: 3/8" = 1'-0"3Section @ Stair - Break Area02'4'6'SCALE: 3/8" = 1'-0"4Section @ Stair - Manufacuring 11402'4'6'SCALE: 3/8" = 1'-0"5Section @ Landing02'4'6'SCALE: 3/8" = 1'-0"6Section @ Exist/New02'4'6'SCALE: 3/8" = 1'-0"7Cross Section - Ramp02'4'6'Agenda Page 45
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25E1.14918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301FFExistingManufacturingManufactureing100A: 11,474 sq ftRamp113A: 256 sq ftBreak109A: 2,480 sq ftUnisex112A: 35 sq ftMech110A: 75 sq ftVestiblue108A: 62 sq ftManufacturing114A: 1,423 sq ftUnisex103A: 63 sq ftUnisex105A: 64 sq ftUnisex106A: 34 sq ftUnisex107A: 34 sq ftUnisex102A: 34 sq ftUnisex101A: 34 sq ftHallway104A: 137 sq ftUnisex111A: 35 sq ft4'-6" X 4'-6"4'-6" X 4'-6"4'-6" X 4'-6"4'-6" X 4'-6"4'-6" X 4'-6"D201AD200BD200AD200CMezzannine201A: 2,226 sq ftMezzannine200A: 2,226 sq ftNNSCALE: 1/8" = 1'-0"1First Story Electrical Power & Low Voltage Plan0 4' 8'16'SCALE: 1/8" = 1'-0"2Mezzanine Electrical & Low Voltage Plan0 4' 8'16'TRUE NORTHPLAN NORTHAgenda Page 46
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A6.24918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 553014'-6" X 4'-6"D201A1A6.24'-9"4'-6"1'4'-9"3'-4"2'-8"(9) 7" R = 5'-3"(9) 7" R = 5'-3"(18) 7" R = 10'-6"1"11"SCALE: 3/8" = 1'-0"3Enlarged Plan - Mezzanine Stair02'4'6'SCALE: 1/2" = 1'-0"2IE - Mezzanine Stairs0 1' 2'4'SCALE: 1/2" = 1'-0"1Mezzanine Stairs - Section0 1' 2'4'Agenda Page 47
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A7.14918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301ExistingManufacturing001Manufactureing100A: 11,474 sq ftRamp113A: 256 sq ftBreak109A: 2,480 sq ftUnisex112A: 35 sq ftMech110A: 75 sq ftVestiblue108A: 62 sq ftManufacturing114A: 1,423 sq ftUnisex103A: 63 sq ftUnisex105A: 64 sq ftUnisex106A: 34 sq ftUnisex107A: 34 sq ftUnisex102A: 34 sq ftUnisex101A: 34 sq ftHallway104A: 137 sq ftUnisex111A: 35 sq ftNNSCALE: 1/8" = 1'-0"1First Story Reflected Ceiling Plan0 4' 8'16'TRUE NORTHPLAN NORTHAgenda Page 48
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A7.24918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 553011107VVTT2584SS9UU66331A3.13A0.31A3.21A3.21A3.31A3.32A5.13A5.11A6.24'-9" 4'-6"7' 4'-6" 8'-10" 4'-6"14'-6" 4'-6"6'-3" 4'-6" 4'-9"1'4'-9"3'-4"12'-10"8'-6"50'23'23'Mezzannine201A: 2,226 sq ftMezzannine200A: 2,226 sq ftNNSCALE: 1/8" = 1'-0"1Mezzanine Reflected Ceiling Plan0 4' 8'16'TRUE NORTHPLAN NORTHAgenda Page 49
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-12-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:00-00-00Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25A8.14918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETPreliminary Do Not Use for ConstructionMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 5530110'-6"4'SCALE: 1/2" = 1'-0"4IE Break Room0 1' 2'4'SCALE: 1/2" = 1'-0"5IE Break Room - Island0 1' 2'4'SCALE: 1/2" = 1'-0"6IE Accessible Toilet0 1' 2'4'SCALE: 1/2" = 1'-0"7IE Accessible Toilet - Side0 1' 2'4'SCALE: 1/2" = 1'-0"8IE Non-Accessible Toilet0 1' 2'4'Agenda Page 50
Date Last Revised:Copyright Michael J. Thomas Architect,LLC. All rights reserved.The architectural works depicted herein are thesole property of Michael J. Thomas Architect, LLCand may not be constructed or used without itsexpressed written permission. No permission tomodify or reproduce any of these architecturalworks, including without limitation theconstruction of any building, is expressed orshould be implied from delivery of preliminarydrawings or unsealed construction drawings.Permission to construct the buildings(s) depictedin sealed construction drawings is expresslyconditioned on the full and timely payment of allfees otherwise due to Michael J. ThomasArchitect, LLC and, in absence of any writtenagreement to the contrary, is limited to a one-time use on the site indicated on these plans.MJTProject No:File Name:24021 Mold Tech Addition04-23-25.plnDrawn By:24021SignatureI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedArchitect under the laws of the State ofMinnesota.23592Minnesota License No.:04-28-25Date Signed:01-04-25, 01-15-25, 01-24-2501-27-25, 01-29-25, 03-10-25,03-26-25, 03-29-25, 04-05-25,04-23-25, 04-28-25A0.14918 S. Tri Oak Circle NEEast Bethel, MN 55092Phone: 651-245-2346Email: mjtallc2520@gmail.comWeb:michaeljthomasarchitect.comSCALE INDICATED BASED UPON PRINTED 24" X 36" (ARCHITECTURAL D) SHEETMold-Tech Inc (Glacier Ridge Properties)Addition to Existing Building5166 Barthel Industrial Drive NEAlbertville, MN 55301W18 X 76W18 X 76958.109575'-1/4"23'-8"42' R.O.W18'-6"95652nd Street NE1A0.11A0.1SCALE: 1/8" = 1'-0"1Section - RTU Sight Lines0 4' 8'16'SCALE: 1" =100'2RTU Site Reference0 50' 100'200'Chapter 10 Means of EgressTable 1004.5 Maximum Floor Area Allowances per Occupant.First Story Business Areas = 4,360 SF/ 150 = 29 Assembly (Cafeteria) Unconcentrated = 3,008/ 15 = 200 Industrial Areas Existing = 19,724/ 100 = 197 Industrial Areas New = 13,685 / 100 = 136 Total First Story = 562Mezzanine(s) Accessory Storage Areas, Mechanical Equipment Room Existing = 896 SF/ 200 = 5 New = 4,700 SF / 200 = 24 Total Mezzanine(s) = 29Total Occupant Load = 562 + 29 = 591Section 1005.3.1 Stairways.The capacity, in inches, of means of eagress stairs shall be calculated bymultiplying the occupant load served by such stairways by a means ofegress capacity factor of 0.3 inch per occupant. New Mezzanine stairs shall be 24 Occupants x .03 = 0.72 feet. Actual = 3' Stairs between Existing and New F-2 Occupancy = 197 Occupants x .03 = 5.91 feet Actual = 6 feet Stairs between F-2 and A-2 Occupancy = 200 Occupants x .03 = 6 feet Actual = 6'-3"Section 1005.3.2 Other egress componentsThe capacity, in inches, of means of egress components other thanstairwasy shall be calculated by muiltiplying the occupant load served bysuch component by a means of egress capacity factor of 0.2 inch peroccupant load. First story 562 occupant load X 0.2 = 11.24 feet required Actual = (9) 3' wide doors = 27'Table 1006.3.3(2) Stories With One Exit or Access to One Exit F Occupancy, Mezzanine Maximum Common Path of Egress Travel Distance = 75. See Code Plans for actualSection 1007.1.1 Two exits or exit acxcess doorways. Exception 2.Where a building is equipped throughout with an automatic sprinklersystem in accordance with Section 903.3.1.1 or 903.3.1.2, the separationdistance shall be not less than one-third of the length of the maximumoverall diagonal dimension of the area served.Table 1017.2 Exit Access Travel DistanceA Occupancy = 250 feet.B Occupancy = 300 feet.F-2 Occupancy = 400 feetTable 1020.1 Corridor Fire-Resistance RatingA,B, and F Occupancy, with sprinkler system = 0.2020 MINNESOTA STATE BUILDING CODE Chapter 3 Use and Occupancy ClassificationSection 303.03 Assembly Group A-2CafeteriaFirst Story 3,008 SFSection 304 Business Group BProfessional ServicesFirst Story 3,421 SF + 939 SF = 4,360 SFSection 306.3 Low-hazard Factory Industrial Group F-2Metal Products Fabrication & AssemblyFirst Story Existing = 19,724 SFFrist Story New = 13,685 SFFist Story Total = 33,409 SFMezzanine Existing = 896SFMezzanine New = 4,700 SFMezzanine Total = 5,596 SFFirst Story Total = 3,008 + 4,360 +33,409 = 40,777 SFMezzaine Total = 5,596 SFTotal Building = 46,373 SFChapter 5 General Building Heights and AreasTable 504.3 Allowable Building Height In Feet Above Grade PlaneOccupancy Class A, B, & F; Type II B, Sprinklered = 75' Allowed. 26' Actual.Table 504.4 Allowable Number of Stories Above Grade PlaneOccupancy Class A-2, Type II B, Sprinklered = 3 StoriesActual = 1 StoryOccupancy Class B, Type II B, Sprinkered = 4 StoriesActual = 1 StoryOccupancy Class F-2, Type II B, Sprinklered = 4 StoriesActual = 1 Story + MezzanineSection 505 Mezzanines and Equipment Platforms Section 505.2 Mezzanines shall be considered a portion of the story below. Shall not contribute to either the building area or number of stories. Clear heigth above and below the mezzanine floor shall be not less than 7' Section 505.2.1 Area Limitation. Exception 2. The aggregate area of the mezzanine in buildings and structures of Type I and II construction shall not be greater than one half the floor area of the room its in provided its equipped with a sprinkler system throughout. Exsting Mezzanine 1,162 SF/ Existing F-2 19,724 SF = .06. Less than half. New Mezzanine 4,700 SF/ New F-2 13,685 SF = .34. Less than half.Table 506.2 Allowable Area Factor In Square FeetOccupancy Class A-2, Type II B, Sprinklered 1 Story = 38,000 SFActual = 3,008 SFOccupancy Class B, Type II B, Sprinklered 1 Story = 92,000 SFActual = 4,360 SFOccupancy Class F-2, Type II B, Sprinklered 1 Story = 92,000 SF Actual = 33,409 SFSection 508.4 Seperated occupanciesOccupancy Class A-2 = 3,008 SF Actual / 38,000 SF Allowed = 0.079Occupancy Class B = 4,360 SF Actual / 92,000 SF Allowed = 0.047Occupancy Class F-2 = 33,409 SF / 92,000 SF Allowed = 0.3630.079 + 0.047 + 0.363 = 0.489. This is less than 1, therefore okay.Table 508.4 Required Separation of OccuapnciesA and F-2 = No SeparationB and F-2 = 1 HourChapter 6 Types of ConstructionTable 601.0 Hour Fire-resistance Rating required for all elements. Type V B. Chapter 9 Fire Protection SystemsSection 903.An automatic sprinkler system shall be provided throughout.Section 906 Portable Fire ExtinguishersTable 906.3(1) Fire Extinguishers for Class A Fire Hazards. Light (Low) HazardOccupancy. Maximum distance of travel to extinguisher = 75 feet.2020 MINNESOTA ACCESSIBILITY CODEChapter 11 of the 2018 IBC w/MN AmendmentsSection 1104.4 Accessible Route.All levels with exception to the mazzanines are accessible via a rampat least 1':12' ratio.Section 1105 Accessible Entrances.The main entrance and all required exists are accessible.Section 1106 Parking and Passenger Loading Facilities See Civil plans. Table 1106.1 See Civil Plans1109.2.2 Water closet compartment.At least 5% of water closet compartments in each toilet room shallbe accessible. 6 of the 11 toilet rooms/ stalls are accessibleSection 1109.5 Drinking FountainsNot fewer than two drinking fountains shall be provided on eachstory. One drinking fountain at each location shall comply with therequirements for people who use a wheel chair and one drinkingfountain shall comply with requirements for standing persons. (2)provided. Section 1109.13 Controls, operating mechanisms and hardware.All door hardwares are level handle or stationary puch/ pulls.Section 1111 SignageTo be by Owner, but will comply.Chapter 4Section 406 Curb Ramps. The main enetry and access fromaccessible parking access isle includes curb ramp to comply.Chapter 5Section 502 Parking Spaces. (2) accessible parking spaces 9' wide x19' deep with an 8' minimum wide access isle provided.Chapter 6Section 602.4 Spout outlet heights for drinking fountains.(1) at 36" max. for wheel chair use and (1) between 38"-43" forstanding persons provided.Section 603.1 Clearances, door swings, mirrors, operable parts at alladult accessible toilet rooms and child accessibble toilet roomscomply.Section 604 Water Closets and Toilet Compartments. Clearances angrab bars shown to comply with Adult and Child accessiblerequirements.Section 606 Lavatories and SinksAll toilet rooms include lavatories at 34" height, 27" clearance, &30" widths.Section 804.3 Kitchens and Kitchenettes. Work surface. Cafeteria counter with sinks and microwaves will be 34". Ilsand coutner will be at 42"2020 Minnesota Provisions to the Minnesota State Building Code1303.1500 Recycling Space, Table 1-A.Manufacturing Areas = .0025 factor.47,013 SF x .0025 = 118 SFrequired. 120 SF provided.2020 MINNESOTA ENERGY CODESection 5.1.4 ClimateWright County. Climate Zone 6ASection 5.4.3.1 Continuous Air Barrier Section 5.4.3.1.1 Whole Building Air Leakage rate of 0.40 cfm/ft2 Section 5.4.3.1.2 Continuous Air Barrier Design and Installation.Section 5.5 Prescriptive Building Envelope Compliance Path Prescriptive Method for compliance proposed.Table 5.5-6 Building Envelope Requirements for Climate Zone (A,B) -Nonresidential Roof, Insulation Entirely Above Deck = R-30 CI Mass Walls = R-13.3 CI Below Grade Walls = R-10 CI Fixed Fenestration = 0.34 U-factor or less/ 0.38 SHGC of less. Operable Fenestration = 0.42 U-factor or less/ 0.34 SHGC or less. Entrance Doors = 0.63 U-factor or less/ 0.34 SHGC or less.Section 5.5.4.5 Fenestration Orientation West Fenestration = 16% East Fenestaration = 5.77% Therefore, Exception 2. Buildings where the west-orientation and east-orientation vertical fenestration area does not exceed 20% of the gross wall area for each of those facades, and the SHGC on those facades is not greater than 90% of the criteria in Tables 5.5-0 through 5.5-8.Building Mechanical and Electrical Systems will be Design/ Build byapplicable subcontractor. It shall be said subcontractor’s responsibilityto design their system to meet all applicable energy code (and othercodes) requirements.Chapter 29 Plumbing SystemsTable 2902.1 Minimum Plumbing FixturesAssembly (Restaurants, banquet halls and food courts)200/ 2 = 100 each Men and Women Water Closets (1 per 75 required) Required = 2 each Men and Women = 4 Required Lavatories (1 per 200 required) Required = 1 each Men and Women = 2 RequiredBusiness29/ 2 = 15 each Men and Women Water Closets (1 per 25) Required = 1 each Men and Women = 2 Required Lavatories (1 per 40) Required = 1 per Men and Women = 2 RequiredFactory and Industrial362/ 2 = 181 each Men and Women Water Closets (1 per 100) Required = 2 each Men and Women = 4 Required Lavatories (1 per 100) Required = 2 each Men and Women = 4 Required.Total Water Closets: Required = 10, Actual = 11 + 4 UrinalsTotal Lavatories: Required = 8, Actual 10 + 1 Group Hand Wash Sinks Bathtub/ Shower = 0 Required. Propose to provide 0. Drinking Fountains = 589/ 400 = 2 Required. Provided = 2 + 1 Fill Station Service Sink = 1 Required. 2 Provided. Agenda Page 51
GLACIER RIDGE PROPERTIES ADDITION
Meyer-Rohlin
PRELIMINARY DRAFT FOR CITY REVIEW
REVISED 04/22/2025
Agenda Page 52
Meyer-Rohlin
DRAWN BY: AAN
FILE NO. 24334
708 1st Avenue NE, #1
Ph. 763.682.1781 www.meyerrohlin.com
Buffalo, MN 55313
Meyer-Rohlin
EASEMENT VACATION EXHIBIT
LOCATED IN THE PLAT OF
BARTHEL'S INDUSTRIAL PARK
AND BARTHEL'S INDUSTRIAL
PARK 2ND ADDITION
WRIGHT COUNTY, MN
Agenda Page 53
Agenda Page 54
CITY OF ALBERTVILLE
COUNTY OF WRIGHT
STATE OF MINNESOTA
RESOLUTION NO. 2025-XX
RESOLUTION APPROVING THE SITE PLAN FOR MOLD-TECH INC. EXPANSION
LOCATED AT 5166 BARTHEL INDUSTRIAL DRIVE, ALBERTVILLE, WRIGHT
COUNTY, MINNESOTA.
WHEREAS, Mold-Tech, the applicant, has made an application on behalf of Glacier
Ridge Properties LLC, the owner, for site plan review approval for proposed expansion at 5166
Barthel Industrial Drive; and
WHEREAS, site plan review is intended to ensure the implementation of the
Comprehensive Plan, I-1 zoning district standards and zoning design standards; and
WHEREAS, the proposed expansion includes approximately 16,800 SF of additional
building coverage; and
WHEREAS, the Albertville Planning Commission reviewed the proposed improvements
and found them generally consistent with the zoning district and design standards, with
conditions of approval; and
WHEREAS, the City of Albertville City Council reviewed the proposed improvements
at their May 19, 2025, meeting and found the proposed improvements to be generally consistent
with applicable zoning standards; and
NOW, THEREFORE, BE IT RESOLVED, that the City Council of Albertville,
Wright County, Minnesota, hereby approves the Mold-Tech Inc. site plan subject to the
following conditions:
1. The applicant shall update the landscaping plan to include 16 trees along 52nd St NE.
2. The constructed site shall install the future parking stalls as indicated on sheet C1 of the
civil site drawings at the same time as the new parking stalls and site expansion.
3. Approval of final plans by the City Engineer.
Adopted by the City Council of the City of Albertville this 19th day of May, 2025.
___________________________
Jillian Hendrickson, Mayor
Agenda Page 55
City of Albertville
Resolution No. 2025-XX
Meeting of May 19, 2025
Page 2
ATTEST:
_____________________________
Kristine A. Luedke, City Clerk
Agenda Page 56
CITY OF ALBERTVILLE
COUNTY OF WRIGHT
STATE OF MINNESOTA
RESOLUTION NO. 2025-XX
RESOLUTION APPROVING A PRELIMINARY PLAT FOR LOT 1, BLOCK 1,
GLACIER RIDGE PROPERTIES ADDITION, WRIGHT COUNTY, MINNESOTA.
WHEREAS, Mold-Tech, the applicant, has made an application on behalf of Glacier
Ridge Properties LLC, the owner, to replat Lot 3, Block 10, BARTHEL’S INDUSTRIAL
PARK, And Lot 1, Block 4 BARTHEL’S INDUSTRIAL PARK 2nd ADDITION into the
property described as follows:
Lot 1, Block 1, GLACIER RIDGE PROPERTIES ADDITION, WRIGHT COUNTY,
MINNESOTA.
WHEREAS, Glacier Ridge Properties Addition consists of approximately 4.35 acres;
and
WHEREAS, the replatting of land within the City of Albertville requires the approval of
the city; and
WHEREAS, the proposed plat is located within the I-1 zoning district and meets lot
requirements of the zoning district; and
WHEREAS, the City of Albertville Planning Commission conducted a public hearing on
May 13, 2025, to consider the Preliminary Plat; and
WHEREAS, notice of the public hearing on said Preliminary Plat was duly published
and mailed in accordance with the applicable Albertville Ordinances; and
WHEREAS, the Planning Commission heard all persons interested in the Preliminary
Plat at the public hearing, and the Commission recommended approval of the plat for Glacier
Ridge Properties Addition to the City Council; and
WHEREAS, the City Council finds that the proposed Preliminary Plat for Glacier Ridge
Properties Addition meets the requirements of the Albertville Zoning Ordinance and Subdivision
Ordinance.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of Albertville,
Wright County, Minnesota, hereby approves the preliminary plat for Glacier Ridge Properties
Addition subject to the following conditions:
1. Lot 1, Block 4 BARTHEL’S INDUSTRIAL PARK 2nd ADDITION shall be conveyed
to Glacier Ridge Properties, LLC prior to release of Final Plat for recording.
Agenda Page 57
City of Albertville
Resolution No. 2025-XX
Meeting of May 19, 2025
Page 2
2. The Preliminary Plat drainage and utility easements shall be updated to be the same as
the proposed Final Plat drainage and utility easements.
3. Payment of park dedication prior to release of final plat for recording.
4. Approval of plans by the City Engineer.
Adopted by the City Council of the City of Albertville this 19th day of May, 2025.
___________________________
Jillian Hendrickson, Mayor
ATTEST:
_____________________________
Kristine A. Luedke, City Clerk
Agenda Page 58
CITY OF ALBERTVILLE
COUNTY OF WRIGHT
STATE OF MINNESOTA
RESOLUTION NO. 2025-XX
RESOLUTION APPROVING THE FINAL PLAT FOR LOT 1, BLOCK 1, GLACIER
RIDGE PROPERTIES ADDITION, WRIGHT COUNTY, MINNESOTA.
WHEREAS, Mold-Tech, the applicant, has made an application on behalf of Glacier
Ridge Properties LLC, the owner, to replat Lot 3, Block 10, BARTHEL’S INDUSTRIAL
PARK, And Lot 1, Block 4 BARTHEL’S INDUSTRIAL PARK 2nd ADDITION into the
property described as follows:
Lot 1, Block 1, GLACIER RIDGE PROPERTIES ADDITION, WRIGHT COUNTY,
MINNESOTA.
WHEREAS, Glacier Ridge Properties Addition consists of approximately 4.35 acres;
and
WHEREAS, the replatting of land within the City of Albertville requires the approval of
the city; and
WHEREAS, the proposed plat is located within the I-1 zoning district and meets lot
requirements of the zoning district; and
WHEREAS, the City of Albertville Planning Commission conducted a public hearing on
May 13, 2025, to consider the Preliminary Plat; and
WHEREAS, notice of the public hearing on said Preliminary Plat was duly published
and mailed in accordance with the applicable Albertville Ordinances; and
WHEREAS, the Planning Commission heard all persons interested in the Preliminary
Plat at the public hearing, and the Commission recommended approval of the plat for Glacier
Ridge Properties Addition to the City Council; and
WHEREAS, the City Council finds that the proposed Final Plat for Glacier Ridge
Properties Addition meets the requirements of the Albertville Zoning Ordinance and Subdivision
Ordinance; and
WHEREAS, the Albertville City Council approved the Preliminary Plat on May 19, 2025;
and
WHEREAS, the Albertville City Council considered the application materials on file with
the City at the regularly scheduled meeting on May 19, 2025; and
Agenda Page 59
City of Albertville
Resolution No. 2025-XX
Meeting of May 19, 2025
Page 2
WHEREAS, the Albertville City Council has found the Final Plat is in substantial
compliance with the approved Preliminary Plat.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of Albertville,
Wright County, Minnesota, hereby approves the Final Plat for Glacier Ridge Properties Addition
subject to the following conditions:
1. Lot 1, Block 4 BARTHEL’S INDUSTRIAL PARK 2nd ADDITION shall be conveyed
to Glacier Ridge Properties, LLC prior to Final Plat approval.
2. The Preliminary Plat drainage and utility easements shall be updated to be the same as
the proposed Final Plat drainage and utility easements.
3. Payment of park dedication prior to release of final plat for recording.
4. Approval of final plans by the City Engineer.
Adopted by the City Council of the City of Albertville this 19th day of May, 2025.
___________________________
Jillian Hendrickson, Mayor
ATTEST:
_____________________________
Kristine A. Luedke, City Clerk
Agenda Page 60
CITY OF ALBERTVILLE
COUNTY OF WRIGHT
STATE OF MINNESOTA
RESOLUTION NO. 2025-XX
RESOLUTION VACATING DRAINAGE AND UTILITY EASEMENTS WITHIN LOT 3,
BLOCK 10, BARTHEL’S INDUSTRIAL PARK, AND LOT 1, BLOCK 4 BARTHEL’S
INDUSTRIAL PARK 2ND ADDITION
WHEREAS, Mold-Tech, the applicant, has made an application on behalf of Glacier
Ridge Properties LLC, the owner, to vacate the drainage and utility easements within the
property described as follows:
Lot 3, Block 10, BARTHEL’S INDUSTRIAL PARK, and Lot 1, Block 4 BARTHEL’S
INDUSTRIAL PARK 2nd ADDITION
WHEREAS, perimeter drainage and utility easements were dedicated with the Glacier
Ridge Properties Addition for the purposes of drainage and utilities; and
WHEREAS, the easements within Lot 3, Block 10, BARTHEL’S INDUSTRIAL PARK,
and Lot 1, Block 4 BARTHEL’S INDUSTRIAL PARK 2nd ADDITION are no longer needed
for public drainage and utility purposes; and
NOW, THEREFORE, BE IT RESOLVED, by the City Council of Albertville, Wright
County, Minnesota:
1. The above recitals are incorporated herein.
2. The City Council of Albertville has determined that the vacation of said public easements
would be in the public interest.
3. The approval resolution vacating the drainage and utility easements shall be recorded by
the property owner.
4. Pursuant to Minnesota Statues 462.358, the following described public easement is
hereby vacated:
Legal Description (Vacated Drainage & Utility Easement Area):
Lot 3, Block 10, BARTHEL’S INDUSTRIAL PARK, and Lot 1, Block 4 BARTHEL’S
INDUSTRIAL PARK 2nd ADDITION
Adopted by the City Council of the City of Albertville this 19th day of May, 2025.
Agenda Page 61
City of Albertville
Resolution No. 2025-XX
Meeting of May 19, 2025
Page 2
___________________________
Jillian Hendrickson, Mayor
ATTEST:
_____________________________
Kristine A. Luedke, City Clerk
Agenda Page 62
CITY OF ALBERTVILLE
COUNTY OF WRIGHT
STATE OF MINNESOTA
RESOLUTION NO. 2025-XX
RESOLUTION APPROVING THE CONVEYANCE OF LOT 1, BLOCK 4, BARTHEL’S
INDUSTRIAL PARK 2ND ADDITION TO GLACIER RIDGE PROPERTIES.
WHEREAS, the City of Albertville owns certain real property legally described as
Lot 1, Block 4 BARTHEL’S INDUSTRIAL PARK 2nd ADDITION, WRIGHT
COUNTY, MINNESOTA (Parcel A).
WHEREAS, the City proposes to sell Parcel A to Glacier Ridge Properties for the
purpose of industrial expansion; and
WHEREAS, Minnesota Statutes Section 462.356, Subdivision 2, requires that no
publicly owned interest in real property shall be acquired or disposed of until the City’s Planning
Commission has reviewed the proposed action and provided a written report to the City Council
regarding its compliance with the City's Comprehensive Plan; and
WHEREAS, the Albertville Planning Commission has reviewed the proposed
conveyance and submitted a written finding that the sale of Parcel A is in compliance with the
Albertville Comprehensive Plan; and
WHEREAS, the Albertville Comprehensive Plan identifies industrial growth as a
community priority and includes Industrial Goal 1, which is to promote continued industrial
development to expand local employment opportunities and the City's tax base; and
WHEREAS, Parcel A is designated for industrial use in the Comprehensive Plan's
Future Land Use Map, and the sale of the parcel for an industrial business expansion supports
both the land use designation and overall goals of the Comprehensive Plan.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of Albertville,
Wright County, Minnesota, hereby approves the conveyance of Lot 1, Block 4, Barthel’s
Industrial Park 2nd Addition to Glacier Ridge Properties based on the following findings:
1. Minnesota Statutes Section 462.356, Subdivision 2, requires that no publicly
owned interest in real property shall be acquired or disposed of until the
municipal planning commission has reviewed the proposed action and submitted a
written report to the governing body regarding its compliance with the adopted
comprehensive plan.
2. The conveyance of Parcel A must comply with the City of Albertville
Comprehensive Plan to satisfy both statutory and local policy requirements.
Agenda Page 63
City of Albertville
Resolution No. 2025-XX
Meeting of May 19, 2025
Page 2
3. The Albertville Planning Commission has reviewed the proposed conveyance of
Parcel A and found the action to be in compliance with the City’s Comprehensive
Plan.
4. Industrial Goal 1 of the Comprehensive Plan is to promote continued industrial
development in order to expand local employment opportunities and enhance the
City’s tax base.
5. The Comprehensive Plan identifies industrial growth as a community priority, and
Parcel A is guided for Industrial use in the City’s Future Land Use Map.
6. The conveyance of Parcel A to Glacier Ridge Properties for an industrial business
expansion directly supports the goals and priorities outlined in the Comprehensive
Plan, including land use consistency, economic development, and employment
growth.
Adopted by the City Council of the City of Albertville this 19th day of May, 2025.
___________________________
Jillian Hendrickson, Mayor
ATTEST:
_____________________________
Kristine A. Luedke, City Clerk
Agenda Page 64
H:\ALBT\25X137505000\4_Research\G Vision Plan\5-13-2025 PC Meeting\Vision Plan Update 5-13-2025 PC Memo.docx
MEMORANDUM
Date: May 13, 2025
To: Planning Commission, City of Albertville
Adam Nafstad, City of Albertville
From: Jenni Faulkner, Consultant Planner
Andrew Dresner, Consulting Planner
Item: Vision Plan Update – Goals and Downtown Discussion
Background
The Vision Plan for the city was last updated in 2018. Since then, there has been a lot of
development and some development in the city. At this time, the city is looking to update the
plan. This discussion will focus on the land use related goals followed by a discussion on the
future of the downtown area.
The Goals are high level and meant to inform and guide implementation of the city tools such
as the City Code, Zoning Code, Subdivision Code, CIP, and other policies. The following are the
goals in the current 2018 Vision Plan.
Small Town Atmosphere Goal 1: Maintain and protect Albertville’s small town atmosphere
and identity through long range planning.
o Enhance community gateways (I-94 ramps/CBD)
o Attractive neighborhoods
o High quality commercial sites and buildings
o Streetscape and redevelopment of Historic Main Street
o Implementation of the 2011 Trail System Plan
o Cedar Creek Golf Course as an enhanced community amenity
o Community volunteerism, civic organizations, community events
Pace of Growth Goal 1: Manage growth that provides quality development and does not
fiscally burden the community.
o Infill development (quality homes)
o Patient with future land use built out
o New residential development pays for its own infrastructure
o Maintain current commercial and industrial land use patterns and zoning
o Examine redevelopment opportunity on a case by case basis
o Five Year Capital Improvement Plan
Agenda Page 65
H:\ALBT\25X137505000\4_Research\G Vision Plan\5-13-2025 PC Meeting\Vision Plan Update 5-13-2025 PC Memo.docx
Pace of Growth Goal 2: The Vision Study Policies and Proposed Land Use Plan guide the City’s
desired land uses and development patterns. However, the City wishes to be open to potential
land uses and/or development options that may not be in line with the stated ambitions of this
Vision Study.
o The Vision Study policies and land uses will represent the expressed goals of the City,
however, land use and/or development options that are in conflict with the Vision Study
may pursue City Council feedback prior to submitting for a development application with
the submission to concept plan and narrative to be included in the Council packet and to
allow time for Council consideration.
o Concept Plan submissions must be received two weeks prior to a Council meeting
where the item is to be considered to allow the concept plan and narrative to be
included in the Council packet and to allow time for Council considerations.
o All concept plans will be weighed against the policies of the Vision Study and changing
conditions within the community to determine if the new project has merit and benefit.
o The Council discussion and direction on a concept plan shall be advisor only and does
not represent any project approvals.
Residential Goal 1: Maintain and build attractive residential neighborhoods.
o Promote quality infill development
o Code enforcement
o Rental Ordinance
o Vacant Building Ordinance
o Zoning enforcement- outdoor storage
o City Code nuisance
o Point of Sale- future consideration
o Driveway Permits- future consideration
o CIP
Residential Goal 2: Provide a variety of housing options to meet the life cycle needs of
Albertville residents.
o Pursue and promote age restricted housing
o Limit future multiple family development to existing guided and zoned locations
o Enforcement of Rental Ordinance, promote reinvestment in multiple family housing
stock
o High design guidelines for multiple family development
Exterior finishes
Garage
Parking
Open Space
Commercial Goal 1: The City will continue to promote commercial development by the City
taking advantage of its access to Interchange I-94 and growing population of Albertville and its
adjoining communities.
o Follow the Future Land Use Plan to direct commercial development
o Patient with infill/quality site and building design
Agenda Page 66
H:\ALBT\25X137505000\4_Research\G Vision Plan\5-13-2025 PC Meeting\Vision Plan Update 5-13-2025 PC Memo.docx
o Support reuse of older buildings/enforce sprinkler requirements of Regulation 1306
o Investigate site and street access alternatives for commercial locations
o CBD- streetscape/redevelopment/Central Park
o Promote new business:
Hospitality
Big Box Retail
Lumber Yard
Industrial Goal 1: Promote continued industrial development in order to expand local
employment opportunities and City’s tax base.
o Follow Land Use Plan to guide future industrial land use
o Market City owned lots
o Open lines of communication within location industries
o Continue to examine industrial zoning standards
o Examine opportunities to open up new properties up for industrial growth (i.e/ Marlowe
Avenue Street and Utility Improvements).
Economic Development Goal 1: The Vision Committee identified commercial and industrial
growth as a priority for the community. The City will become more aggressive in it economic
development promotion efforts.
o Define land use areas for commercial & industrial growth
o Economic Development Strategies:
Advertising
Taxes, fees, charges
In place expansion
Financial incentive (tax abatement, TIF)
Communicate
Preferred businesses
Capital improvements
Public Facilities Goal 1: Ensure public facilities are designed and constructed to address the
City’s long-range needs, facilitate development, and contribute to the quality of life in
Albertville.
o Pursue I-94 improvement to six lanes through Albertville
o Complete Phase II of the I-94/CR 19 ramp
o Upgrade CR 19- north of I-94
o Waste Treatment plan improvements/New sewer main along CR19 to Mississippi River
o Complete Ice Arena Expansion
o Share facilities and services with neighboring cities.
o Work with local Sport Associations to provide programs and facilities promote
recreational programs and encourage active lifestyles
Finance Goal 1: Maintain Albertville as a financially sound, self-sustaining community.
o Balance expenditures with revenues
o Allocate cost to service users
o CIP
Agenda Page 67
H:\ALBT\25X137505000\4_Research\G Vision Plan\5-13-2025 PC Meeting\Vision Plan Update 5-13-2025 PC Memo.docx
o Fees/charges
o Special assessments assign cost to benefited
o Pursue grants and loans
o Grow the City per the Future Land Use Plan
o Inventory conditions of streets and utilities for planning and maintenance of street and
utilities that are in poor condition
Downtown Discussion
There is minimal reference to the Downtown / Main Street in either the 2012 or the 2018 Plan.
This update is an opportunity to enhance Downtown’s role in the overall quality of life in the
community.
Discussion
The Planning Commission should review and discuss the goals in the context of an overall
vision.
1. How has the vision shaped the community as we know it today?
2. Are the 2018 Vision and Outcomes still valid? What changes may be needed?
3. What opportunities exist within the City? What challenges?
The Planning Commission should also be actively engaged in the discussion about the future of
downtown.
1. What do you like or dislike?
2. What challenges or opportunities exists for the future of the downtown area?
3. Should the downtown area be prioritized in the Vision Plan update?
4. What should the vision for downtown area be?
Next Steps To complete an update to the vision plan, we will review the following and update
the plan. If there are other areas to be updated, the Commission should discuss their
incorporation into the plan.
• Review of additional specific areas for future redevelopment
o City compost site
• Review of undeveloped parcels (similar to current Vision Plan)
o AG Rural PID# 101800063201 62.68 acres
o Commercial PID# 101500013301 21.29 acres
o Commercial PID # 101500013200 27.64 acres
o Industrial PID# 101500351200 39.59 acres
o Industrial PID # 101500351100 37.67 acres
o Industrial PID #101500352301 10.56 acres
• Update of Public Facilities and Parks Plans
• Update Future Projects/CIP in the Vision Plan
• Implementation/Tools
Community Engagement is planned to include information on the City website as well as in-
person discussion and input from city leaders.
Agenda Page 68
H:\ALBT\25X137505000\4_Research\G Vision Plan\5-13-2025 PC Meeting\Vision Plan Update 5-13-2025 PC Memo.docx
May - Planning Commission discussion on Issue identification, Goals and Outcomes, and
discussion on Downtown.
June- Planning Commission discussion on the City Compost Site.
June- Parks Committee discussion on overall Vision Plan Update with emphasis on Downtown,
City Compost Site, and Parks
July- Council discussion on Goals, Downtown, and City Compost Site
August- Review draft 2025 Vision Plan with Planning Commission and City Council
September-City Council adoption of the Plan
Attachments
PowerPoint for discussion
2025 Zoning Map
2018 Land Use Plan
2018 Vision Plan 2018-03-05 Visioning Update (2)
Agenda Page 69
Bolton-Menk.com
Albertville Vision Plan
Update 2025
Agenda Page 70
Bolton-Menk.com
Community Planning
Goal of planning: maximize health,
safety, and economic well-being of all
people in our communities. This
involves thinking about:
•How we can move around our
community
•How we can attract and retain
thriving businesses
•Where and how we want to live, and
opportunities for recreation
Also known as Urban Planning
Planning helps create communities
of lasting value.
Agenda Page 71
Bolton-Menk.com
Why plan?
•Provide certainty to existing residents
and businesses regarding future
neighbors
•Signal to property owners and
developers what would be potential
use of site
•Inform city budget for infrastructure
and utility investments
•Ensure the community reflects the
values of its residents and leadership
FLEXIBILITY GUIDANCE
Predictability
Consistency
Opportunities
Choices
Agenda Page 72
Bolton-Menk.com
What does a successful plan look like?
•Focuses community efforts on areas of maximum impact
•Consistent with the community’s values and vision for itself
•Built around a reasonable understanding of future growth trends
•Encourages actions that are effective, efficient, and goal oriented
•Has broad policymaker and public support by time of adoption
•By end of process, has some ongoing conversations about
implementation
•Meaningful insights into issues facing the community and potential
solutions
•Visually appealing, accessible, useable document
Agenda Page 73
Bolton-Menk.com
A Vision/Comprehensive Plan
The PLAN can guide the future actions of a
community by providing a vision for the future
with long-range goals and objectives.
It’s comprehensive in:
•Geography – Covering the entire city and
beyond (extended into future urban
service areas)
•Subject Matter – Covering all subjects
related to the physical development of
community: population and job growth,
land use, transportation, utilities, parks,
environmental, public facilities, schools,
etc.
•Time Horizon – Most plans are written to
provide direction for future activities over
a 10-20 year period
Agenda Page 74
Bolton-Menk.com
Implementing Your Vision/Comprehensive Plan
Support/deny development proposals
Support/deny zoning code and changes
Guide public investments in infrastructure,
public property, city services, etc.
•Roads, sidewalks, bike facilities, etc.
•Parks and open space
•Community facilities and public
buildings
•Other city programs and initiatives
Form the basis for grant applications
Guide other plans
•CIP, Parks Master Plans, Preservation
Plans
Agenda Page 75
Bolton-Menk.com
City
Pressures
•Few sites left for development
•Impacts of Costco in Otsego
•Long term tax capacity and property tax
impacts
•Entering into full development/redevelopment
cycle of a community
•Consideration for long-term infrastructure
maintenance/costs
•Other?
Agenda Page 76
Bolton-Menk.com
Albertville Vision/Comprehensive Plan
Focus on Land Use
Shared Vision and
Goals
10 Manageable goals
Development
forecasts - Albertville
and Otsego and St.
Michael
Agenda Page 77
Bolton-Menk.com
Goals Discussion
Agenda Page 78
Bolton-Menk.com
Vision and Goal Discussion
Think about how the vision shaped the community as we know it today.
Looking forward, internalize what should the 2025 Vision be.
1.Are the 2018 Vision and Outcomes still valid? What changes may be
needed?
2.What opportunities exist within the City? What challenges?
3.Current Plan has 10 manageable goals. Should the number of goals
change?
Agenda Page 79
Bolton-Menk.com
Small Town Atmosphere Goal 1
Maintain and protect Albertville’s small town atmosphere
and identity through long range planning.
o Enhance community gateways (I-94 ramps/CBD)
o Attractive neighborhoods
o High quality commercial sites and buildings
o Streetscape and redevelopment of Historic Main
Street
o Implementation of the 2011 Trail System Plan
o Cedar Creek Golf Course as an enhanced community
amenity
o Community volunteerism, civic organizations,
community events Agenda Page 80
Bolton-Menk.com
Pace of Growth Goal 1
Manage growth that provides quality development and does not
fiscally burden the community.
o Infill development (quality homes)
o Patient with future land use built out
o New residential development pays for its own infrastructure
o Maintain current commercial and industrial land use patterns
and zoning
o Examine redevelopment opportunity on a case by case basis
o Five Year Capital Improvement Plan
Agenda Page 81
Bolton-Menk.com
Pace of Growth Goal 2
The Vision Study Policies and Proposed Land Use Plan guide the City’s desired land uses and development
patterns. However, the City wishes to be open to potential land uses and/or development options that
may not be in line with the stated ambitions of this Vision Study.
o The Vision Study policies and land uses will represent the expressed goals of the City, however, land
use and/or development options that are in conflict with the Vision Study may pursue City Council
feedback prior to submitting for a development application with the submission to concept plan
and narrative to be included in the Council packet and to allow time for Council consideration.
o Concept Plan submissions must be received two weeks prior to a Council meeting where the item
is to be considered to allow the concept plan and narrative to be included in the Council packet and
to allow time for Council considerations.
o All concept plans will be weighed against the policies of the Vision Study and changing conditions
within the community to determine if the new project has merit and benefit.
o The Council discussion and direction on a concept plan shall be advisor only and does not represent
any project approvals. Agenda Page 82
Bolton-Menk.com
Residential Goal 1
Maintain and build attractive residential neighborhoods.
o Promote quality infill development
o Code enforcement
o Rental Ordinance
o Vacant Building Ordinance
o Zoning enforcement- outdoor storage
o City Code nuisance
o Point of Sale- future consideration
o Driveway Permits- future consideration
o CIP
Agenda Page 83
Bolton-Menk.com
Residential Goal 2
Provide a variety of housing options to meet the life cycle needs
of Albertville residents.
o Pursue and promote age restricted housing
o Limit future multiple family development to existing
guided and zoned locations
o Enforcement of Rental Ordinance, promote reinvestment
in multiple family housing stock
o High design guidelines for multiple family development
Exterior finishes
Garage
Parking
Open Space Agenda Page 84
Bolton-Menk.com
Commercial Goal 1
The City will continue to promote commercial development by the City taking advantage
of its access to Interchange I-94 and growing population of Albertville and its adjoining
communities.
o Follow the Future Land Use Plan to direct commercial development
o Patient with infill/quality site and building design
o Support reuse of older buildings/enforce sprinkler requirements of Regulation 1306
o Investigate site and street access alternatives for commercial locations
o CBD- streetscape/redevelopment/Central Park
o Promote new business:
Hospitality
Big Box Retail
Lumber Yard Agenda Page 85
Bolton-Menk.com
Industrial Goal 1
Promote continued industrial development in order to expand local
employment opportunities and City’s tax base.
o Follow Land Use Plan to guide future industrial land use
o Market City owned lots
o Open lines of communication within location industries
o Continue to examine industrial zoning standards
o Examine opportunities to open up new properties up for
industrial growth (i.e/ Marlowe Avenue Street and Utility
Improvements).
Agenda Page 86
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Economic Development Goal 1
The Vision Committee identified commercial and industrial growth as a
priority for the community. The City will become more aggressive in it
economic development promotion efforts.
o Define land use areas for commercial & industrial growth
o Economic Development Strategies:
Advertising
Taxes, fees, charges
In place expansion
Financial incentive (tax abatement, TIF)
Communicate
Preferred businesses
Capital improvements Agenda Page 87
Bolton-Menk.com
Public Facilities Goal 1
Ensure public facilities are designed and constructed to address the City’s long-
range needs, facilitate development, and contribute to the quality of life in
Albertville.
o Pursue I-94 improvement to six lanes through Albertville
o Complete Phase II of the I-94/CR 19 ramp
o Upgrade CR 19- north of I-94
o Waste Treatment plan improvements/New sewer main along CR19 to
Mississippi River
o Complete Ice Arena Expansion
o Share facilities and services with neighboring cities.
o Work with local Sport Associations to provide programs and facilities
promote recreational programs and encourage active lifestyles
Agenda Page 88
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Finance Goal 1
Maintain Albertville as a financially sound, self-sustaining
community.
o Balance expenditures with revenues
o Allocate cost to service users
o CIP
o Fees/charges
o Special assessments assign cost to benefited
o Pursue grants and loans
o Grow the City per the Future Land Use Plan
o Inventory conditions of streets and utilities for planning
and maintenance of street and utilities that are in poor
condition Agenda Page 89
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Vision and Goal Discussion
Think about how the vision shaped the community as we know it today.
Looking forward, internalize what should the 2025 Vision be.
1.Are the 2018 Vision and Outcomes still valid? What changes may be
needed?
2.What opportunities exist within the City? What challenges?
3.Current Plan has 10 manageable goals. Should the number of goals
change?
Agenda Page 90
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Thank You
Agenda Page 91
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Downtown Discussion
Agenda Page 92
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Identity
ActiveLivable
Active Livable
Agenda Page 93
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A scale than enables community
connections
Agenda Page 94
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What role can Downtown Play in the
overall quality of life for residents in
Albertville
How can downtown enhance the
economic development strategies for
Albertville
What should be the role of the City in
prompting or guiding changes in
Downtown.
Agenda Page 95
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Next Steps
•Begin draft of 2025 Vision Plan
•Update goals
•Create Downtown Vision section
•Review City Compost Site (June PC)
•Review six larger undeveloped sites
•Update Public Facilities and Park Plan Sections
•Update Future Projects/CIP Plan
•Implementation Tools
•Complete draft for adoption (August PC)
Agenda Page 96
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Thank You
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